>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Created parts: ConcreteBlock, SteelRebar
Concrete size mm: L=1000 W=300 H=300
Rebar diameter mm: 20, centered in block
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Created material: Concrete
Created material: Steel
Created section: ConcreteSection
Created section: SteelSectionSolid
Assigned ConcreteSection to ConcreteBlock cells
Assigned SteelSectionSolid to SteelRebar cells
Material assignment done
----- End output -----
MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete bbox: (0.0, 0.0, 0.0) (1000.0, 300.0, 300.0)
OK: 4 wire rebars created
cover= 30.0
radius= 6.0
----- End output -----
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete size: 1000.0 300.0 300.0
Rebar count: 4
SteelRebar-1 low= (30.0, 30.0, 0.0) high= (30.0, 330.0, 0.0)
SteelRebar-2 low= (970.0, 30.0, 0.0) high= (970.0, 330.0, 0.0)
SteelRebar-3 low= (30.0, 270.0, 0.0) high= (30.0, 570.0, 0.0)
SteelRebar-4 low= (970.0, 270.0, 0.0) high= (970.0, 570.0, 0.0)
----- End output -----
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete bbox: (0.0, 0.0, 0.0) (1000.0, 300.0, 300.0)
Rebar count: 4
SteelRebar-1 low= (0.0, 30.0, 30.0) high= (1000.0, 30.0, 30.0)
SteelRebar-2 low= (0.0, 270.0, 30.0) high= (1000.0, 270.0, 30.0)
SteelRebar-3 low= (0.0, 30.0, 270.0) high= (1000.0, 30.0, 270.0)
SteelRebar-4 low= (0.0, 270.0, 270.0) high= (1000.0, 270.0, 270.0)
OK: rebars recreated along X inside concrete
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Stirrup part created
Rect YZ = (30,30) to (270,270)
Spacing = 100
Count = 11
First = Stirrup-1 at x=0
Last = Stirrup-11 at x=1000
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
PART ConcreteBlock
 verts 8 edges 12 faces 6 cells 1
 sets ['Set-Concrete-All']
 sectAssign 1
PART SteelRebar
 verts 2 edges 1 faces 0 cells 0
 sets []
 sectAssign 1
PART Stirrup
 verts 4 edges 4 faces 0 cells 0
 sets []
 sectAssign 1
Sections ['ConcreteSection', 'RebarSection', 'SteelSectionSolid', 'StirrupSection']
Profiles []
Instances ['ConcreteBlock-1', 'SteelRebar-1', 'SteelRebar-2', 'SteelRebar-3', 'SteelRebar-4', 'Stirrup-1', 'Stirrup-2', 'Stirrup-3', 'Stirrup-4', 'Stirrup-5', 'Stirrup-6', 'Stirrup-7', 'Stirrup-8', 'Stirrup-9', 'Stirrup-10', 'Stirrup-11']
INST ConcreteBlock-1 verts 8 edges 12 faces 6 cells 1
INST SteelRebar-1 verts 2 edges 1 faces 0 cells 0
INST SteelRebar-2 verts 2 edges 1 faces 0 cells 0
INST SteelRebar-3 verts 2 edges 1 faces 0 cells 0
INST SteelRebar-4 verts 2 edges 1 faces 0 cells 0
INST Stirrup-1 verts 4 edges 4 faces 0 cells 0
INST Stirrup-10 verts 4 edges 4 faces 0 cells 0
INST Stirrup-11 verts 4 edges 4 faces 0 cells 0
INST Stirrup-2 verts 4 edges 4 faces 0 cells 0
INST Stirrup-3 verts 4 edges 4 faces 0 cells 0
INST Stirrup-4 verts 4 edges 4 faces 0 cells 0
INST Stirrup-5 verts 4 edges 4 faces 0 cells 0
INST Stirrup-6 verts 4 edges 4 faces 0 cells 0
INST Stirrup-7 verts 4 edges 4 faces 0 cells 0
INST Stirrup-8 verts 4 edges 4 faces 0 cells 0
INST Stirrup-9 verts 4 edges 4 faces 0 cells 0
Steps ['Initial']
Loads []
BCs []
Interactions []
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete bbox (0.0, 1000.0) (0.0, 300.0) (0.0, 300.0)
SteelRebar-1 [(0.0, 30.0, 30.0), (1000.0, 30.0, 30.0)]
SteelRebar-2 [(0.0, 270.0, 30.0), (1000.0, 270.0, 30.0)]
SteelRebar-3 [(0.0, 30.0, 270.0), (1000.0, 30.0, 270.0)]
SteelRebar-4 [(0.0, 270.0, 270.0), (1000.0, 270.0, 270.0)]
Stirrup-1 [(0.0, 30.0, 270.0), (0.0, 30.0, 30.0), (0.0, 270.0, 30.0), (0.0, 270.0, 270.0)]
Stirrup-11 [(1000.0, 30.0, 270.0), (1000.0, 30.0, 30.0), (1000.0, 270.0, 30.0), (1000.0, 270.0, 270.0)]
Face 0 ((0.0, 150.0, 150.0),)
Face 1 ((500.0, 300.0, 150.0),)
Face 2 ((1000.0, 150.0, 150.0),)
Face 3 ((500.0, 0.0, 150.0),)
Face 4 ((500.0, 150.0, 300.0),)
Face 5 ((500.0, 150.0, 0.0),)
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
Part ConcreteBlock cells 1 faces 6 edges 12 verts 8
PartSets ['Set-AllCells', 'Set-Concrete-All']
PartSecs ['SectionAssignment object', 'SectionAssignment object']
Part SteelRebar cells 0 faces 0 edges 1 verts 2
PartSets ['Set-AllEdges']
PartSecs ['SectionAssignment object', 'SectionAssignment object']
Part Stirrup cells 0 faces 0 edges 4 verts 4
PartSets ['Set-AllEdges']
PartSecs ['SectionAssignment object', 'SectionAssignment object']
Inst ['ConcreteBlock-1', 'SteelRebar-1', 'SteelRebar-2', 'SteelRebar-3', 'SteelRebar-4', 'Stirrup-1', 'Stirrup-2', 'Stirrup-3', 'Stirrup-4', 'Stirrup-5', 'Stirrup-6', 'Stirrup-7', 'Stirrup-8', 'Stirrup-9', 'Stirrup-10', 'Stirrup-11']
AsmSets ['HostConcrete']
Steps ['Initial']
BCs []
Loads []
Ints []
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
OK fixed edge-set issue
Host cells: 1
Embedded edges: 48
Constraint: True
Steps: ['Initial', 'Step-1']
Asm sets: ['EmbeddedRebars', 'Face-Bottom', 'Face-Left', 'Face-Right', 'Face-Top', 'HostConcrete', 'SET_SteelRebar-1', 'SET_SteelRebar-2', 'SET_SteelRebar-3', 'SET_SteelRebar-4', 'SET_Stirrup-1', 'SET_Stirrup-10', 'SET_Stirrup-11', 'SET_Stirrup-2', 'SET_Stirrup-3', 'SET_Stirrup-4', 'SET_Stirrup-5', 'SET_Stirrup-6', 'SET_Stirrup-7', 'SET_Stirrup-8', 'SET_Stirrup-9']
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
Sections: ['ConcreteSection', 'ConcreteSolidSection', 'RebarSection', 'RebarTrussSection', 'SteelSectionSolid', 'StirrupSection', 'StirrupTrussSection']
Part ConcreteBlock secAssign 2
 SA 0 ConcreteSolidSection
 SA 1 ConcreteSolidSection
Part SteelRebar secAssign 2
 SA 0 RebarTrussSection
 SA 1 RebarTrussSection
Part Stirrup secAssign 2
 SA 0 StirrupTrussSection
 SA 1 StirrupTrussSection
Materials: ['Concrete', 'Steel']
Mat Concrete
Mat Steel
Existing asm sets: ['EmbeddedRebars', 'Face-Bottom', 'Face-Left', 'Face-Right', 'Face-Top', 'HostConcrete', 'SET_SteelRebar-1', 'SET_SteelRebar-2', 'SET_SteelRebar-3', 'SET_SteelRebar-4', 'SET_Stirrup-1', 'SET_Stirrup-10', 'SET_Stirrup-11', 'SET_Stirrup-2', 'SET_Stirrup-3', 'SET_Stirrup-4', 'SET_Stirrup-5', 'SET_Stirrup-6', 'SET_Stirrup-7', 'SET_Stirrup-8', 'SET_Stirrup-9']
Face-Left faces 1 edges 0 verts 0
Face-Right faces 1 edges 0 verts 0
Face-Top faces 1 edges 0 verts 0
Face-Bottom faces 1 edges 0 verts 0
Constraints: ['Embed-1']
Steps: ['Initial', 'Step-1']
BCs: []
Loads: []
----- End output -----
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
Part ConcreteBlock cells 1 faces 6 edges 12 verts 8
 seeds 100.0
 secAssign 2
Part SteelRebar cells 0 faces 0 edges 1 verts 2
 seeds 100.0
 secAssign 2
Part Stirrup cells 0 faces 0 edges 4 verts 4
 seeds 24.0
 secAssign 2
Face-Back created 1
Face-Front created 1
Asm sets: ['EmbeddedRebars', 'Face-Back', 'Face-Bottom', 'Face-Front', 'Face-Left', 'Face-Right', 'Face-Top', 'HostConcrete', 'SET_SteelRebar-1', 'SET_SteelRebar-2', 'SET_SteelRebar-3', 'SET_SteelRebar-4', 'SET_Stirrup-1', 'SET_Stirrup-10', 'SET_Stirrup-11', 'SET_Stirrup-2', 'SET_Stirrup-3', 'SET_Stirrup-4', 'SET_Stirrup-5', 'SET_Stirrup-6', 'SET_Stirrup-7', 'SET_Stirrup-8', 'SET_Stirrup-9']
Constraints: ['Embed-1']
Steps: ['Initial', 'Step-1']
BCs: []
Loads: []
Jobs: []
----- End output -----
MCP: get_model_info [OK]
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
Steps ['Initial', 'Step-1']
Asm sets ['EmbeddedRebars', 'Face-Back', 'Face-Bottom', 'Face-Front', 'Face-Left', 'Face-Right', 'Face-Top', 'HostConcrete', 'SET_SteelRebar-1', 'SET_SteelRebar-2', 'SET_SteelRebar-3', 'SET_SteelRebar-4', 'SET_Stirrup-1', 'SET_Stirrup-2', 'SET_Stirrup-3', 'SET_Stirrup-4', 'SET_Stirrup-5', 'SET_Stirrup-6', 'SET_Stirrup-7', 'SET_Stirrup-8', 'SET_Stirrup-9', 'SET_Stirrup-10', 'SET_Stirrup-11']
Asm surfaces []
Part sets ['Set-AllCells', 'Set-Concrete-All']
Part surfaces []
Inst faces 6
Face 0 centroid ((0.0, 150.0, 150.0),) normal (-1.0, 0.0, 0.0)
Face 1 centroid ((500.0, 300.0, 150.0),) normal (0.0, 1.0, 0.0)
Face 2 centroid ((1000.0, 150.0, 150.0),) normal (1.0, 0.0, 0.0)
Face 3 centroid ((500.0, 0.0, 150.0),) normal (0.0, -1.0, 0.0)
Face 4 centroid ((500.0, 150.0, 300.0),) normal (0.0, 0.0, 1.0)
Face 5 centroid ((500.0, 150.0, 0.0),) normal (0.0, 0.0, -1.0)
BBox 0.0 1000.0 0.0 300.0 0.0 300.0
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
全局种子指派完成.
720 个单元已创建到部件: ConcreteBlock
全局种子指派完成.
20 个单元已创建到部件: SteelRebar
全局种子指派完成.
20 个单元已创建到部件: Stirrup
Southweition MCP loaded. Run mcp_loop().
MCP: execute_script [OK]
----- Abaqus script output -----
BCs ['BC-LeftFixed', 'BC-RightDisp']
Loads []
Concrete elems 720 nodes 1029
SteelRebar elems 20 nodes 21
Stirrup elems 20 nodes 20
Job RC_Block_Compression created
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
Part ConcreteBlock nodes 1029 elems 720
Part SteelRebar nodes 21 elems 20
Part Stirrup nodes 20 elems 20
Jobs ['RC_Block_Compression']
BCs ['BC-LeftFixed', 'BC-RightDisp']
Loads []
----- End output -----
MCP: get_model_info [OK]
全局种子指派完成.
1600 个单元已创建到部件: ConcreteBlock
全局种子指派完成.
25 个单元已创建到部件: SteelRebar
全局种子指派完成.
24 个单元已创建到部件: Stirrup
MCP: execute_script [OK]
----- Abaqus script output -----
Meshed ConcreteBlock: nodes=2106 elems=1600
Meshed SteelRebar: nodes=51 elems=25
Meshed Stirrup: nodes=48 elems=24
Job already exists: RC_Block_Compression
BCs: ['BC-LeftFixed', 'BC-RightDisp']
Steps: ['Initial', 'Step-1']
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Updated material: Concrete
Density= 2.45e-09
Elastic= (37200.0, 0.19)
CDP= (40.0, 0.1, 1.16, 0.667, 0.003)
BC-RightDisp U1= 20.0
Step-1 fixed inc= 0.1 total= 1.0
Job ready: RC_Block_Compression
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete CDP updated
Density= 2.45e-09
Elastic= (37200.0, 0.19)
CDP= (40.0, 0.1, 1.16, 0.667, 0.003)
Section= ConcreteSection
Part sets= ['Set-AllCells', 'Set-Concrete-All']
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
Model Model-1
Material Concrete
HasDensity True
HasElastic True
HasCDP True
DensityTable ((2.45e-09,),)
ElasticTable ((37200.0, 0.19),)
CDPTable ((40.0, 0.1, 1.16, 0.667, 0.003),)
CompHardPts 10
CompDamPts 10
TenStiffPts 7
TenDamPts 7
SectionAssignments ['ConcreteSolidSection', 'ConcreteSolidSection', 'ConcreteSection']
PartSets ['Set-AllCells', 'Set-Concrete-All']
----- End output -----
MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
Concrete section reassigned: old=3 new=1
Mesh check: nodes=2106 elems=1600
BC-RightDisp updated: U1=20.0 mm
Job created: RC_Block_Compression_v2
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
Model-1 inspect
Part ConcreteBlock sa=1 cells=1 edges=12 elems=1600
Part SteelRebar sa=2 cells=0 edges=1 elems=25
Part Stirrup sa=2 cells=0 edges=4 elems=24
ConcreteBlock-1 bbox=(0.0,0.0,0.0)-(1000.0,300.0,300.0)
SteelRebar-1 bbox=(0.0,30.0,30.0)-(1000.0,30.0,30.0)
SteelRebar-2 bbox=(0.0,270.0,30.0)-(1000.0,270.0,30.0)
SteelRebar-3 bbox=(0.0,30.0,270.0)-(1000.0,30.0,270.0)
SteelRebar-4 bbox=(0.0,270.0,270.0)-(1000.0,270.0,270.0)
Stirrup-1 bbox=(0.0,30.0,30.0)-(0.0,270.0,270.0)
Stirrup-10 bbox=(900.0,30.0,30.0)-(900.0,270.0,270.0)
Stirrup-11 bbox=(1000.0,30.0,30.0)-(1000.0,270.0,270.0)
Stirrup-2 bbox=(100.0,30.0,30.0)-(100.0,270.0,270.0)
Stirrup-3 bbox=(200.0,30.0,30.0)-(200.0,270.0,270.0)
Stirrup-4 bbox=(300.0,30.0,30.0)-(300.0,270.0,270.0)
Stirrup-5 bbox=(400.0,30.0,30.0)-(400.0,270.0,270.0)
Stirrup-6 bbox=(500.0,30.0,30.0)-(500.0,270.0,270.0)
Stirrup-7 bbox=(600.0,30.0,30.0)-(600.0,270.0,270.0)
Stirrup-8 bbox=(700.0,30.0,30.0)-(700.0,270.0,270.0)
Stirrup-9 bbox=(800.0,30.0,30.0)-(800.0,270.0,270.0)
BC BC-LeftFixed
BC BC-RightDisp
Jobs ['RC_Block_Compression', 'RC_Block_Compression_v2']
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
inspect-detail
PART ConcreteBlock sa=1
  sa[0] sec=ConcreteSection reg=-1
PART SteelRebar sa=2
  sa[0] sec=RebarTrussSection reg=-1
  sa[1] sec=RebarTrussSection reg=-1
PART Stirrup sa=2
  sa[0] sec=StirrupTrussSection reg=-1
  sa[1] sec=StirrupTrussSection reg=-1
BC BC-LeftFixed class=TypeBC
BC BC-RightDisp class=DisplacementBC
  distributionType=UNIFORM
  fixed=OFF
SECTION ConcreteSection
SECTION ConcreteSolidSection
SECTION RebarSection
SECTION RebarTrussSection
SECTION SteelSectionSolid
SECTION StirrupSection
SECTION StirrupTrussSection
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect start
jobs: RC_Block_Compression,RC_Block_Compression_v2
BC BC-LeftFixed 
BC BC-RightDisp 
compHard n=10 first=(10.0, 0.0) last=(35.0, 0.012)
CH 0 (10.0, 0.0)
CH 1 (20.0, 0.0001)
CH 2 (30.0, 0.0003)
CH 3 (40.0, 0.0008)
CH 4 (48.0, 0.0015)
CH 5 (55.0, 0.0025)
CH 6 (58.0, 0.0035)
CH 7 (54.0, 0.005)
CH 8 (46.0, 0.008)
CH 9 (35.0, 0.012)
compDam n=10 first=(0.0, 0.0) last=(0.9, 0.012)
CD 0 (0.0, 0.0)
CD 1 (0.05, 0.0001)
CD 2 (0.1, 0.0003)
CD 3 (0.18, 0.0008)
CD 4 (0.28, 0.0015)
CD 5 (0.4, 0.0025)
CD 6 (0.52, 0.0035)
CD 7 (0.65, 0.005)
CD 8 (0.78, 0.008)
CD 9 (0.9, 0.012)
tenStiff n=7 first=(3.2, 0.0) last=(0.15, 0.002)
tenDam n=7 first=(0.0, 0.0) last=(0.97, 0.002)
inspect end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect2 start
sections=ConcreteSection,ConcreteSolidSection,RebarSection,RebarTrussSection,SteelSectionSolid,StirrupSection,StirrupTrussSection
part ConcreteBlock sa_n=1
SA ConcreteBlock 0 ConcreteSection reg=-1
part SteelRebar sa_n=2
SA SteelRebar 0 RebarTrussSection reg=-1
SA SteelRebar 1 RebarTrussSection reg=-1
part Stirrup sa_n=2
SA Stirrup 0 StirrupTrussSection reg=-1
SA Stirrup 1 StirrupTrussSection reg=-1
BC-RightDisp u1=None u2=None u3=None ur1=None ur2=None ur3=None
job RC_Block_Compression
job RC_Block_Compression_v2
inspect2 end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
fix inspect start
elastic ((37200.0, 0.19),)
concreteCompressionHardening none
concreteCompressionDamage none
concreteTensionStiffening none
concreteTensionDamage none
BC type DisplacementBC
BC create read fail
BC step state read fail
part ConcreteBlock sa_n=1
SA ConcreteBlock 0 ConcreteSection supp=False
part SteelRebar sa_n=2
SA SteelRebar 0 RebarTrussSection supp=False
SA SteelRebar 1 RebarTrussSection supp=False
part Stirrup sa_n=2
SA Stirrup 0 StirrupTrussSection supp=False
SA Stirrup 1 StirrupTrussSection supp=False
fix inspect end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
inspect3 start
mat attrs: CapPlasticity,CastIronPlasticity,ClayPlasticity,Concrete,ConcreteDamagedPlasticity,DeformationPlasticity,DuctileDamageInitiation,FldDamageInitiation,FlsdDamageInitiation,HashinDamageInitiation,HosfordCoulombDamageInitiation,JohnsonCookDamageInitiation,LaRC05DamageInitiation,MaxeDamageInitiation,MaxpeDamageInitiation,MaxpsDamageInitiation,MaxsDamageInitiation,MkDamageInitiation,MohrCoulombPlasticity,MsfldDamageInitiation,Plastic,PlasticityCorrection,PorousMetalPlasticity,QuadeDamageInitiation,QuadsDamageInitiation,ShearDamageInitiation,SoftRockPlasticity,concreteDamagedPlasticity
KB 160 *Material, name=Concrete
KB 161 *Density
 2.45e-09,
KB 162 *Elastic
37200., 0.19
KB 163 *Concrete Damaged Plasticity
40.,   0.1,  1.16, 0.667, 0.003
KB 164 *Concrete Compression Hardening
10.,     0.
20., 0.0001
30., 0.0003
40., 0.0008
48., 0.0015
55., 0.0025
58., 0.0035
54.,  0.005
46.,  0.008
35.,  0.012
KB 163 *Concrete Damaged Plasticity
40.,   0.1,  1.16, 0.667, 0.003
KB 164 *Concrete Compression Hardening
10.,     0.
20., 0.0001
30., 0.0003
40., 0.0008
48., 0.0015
55., 0.0025
58., 0.0035
54.,  0.005
46.,  0.008
35.,  0.012
KB 165 *Concrete Tension Stiffening
  3.2,      0.
  2.8,   5e-05
  2.2, 0.00015
  1.6, 0.00035
   1.,  0.0007
  0.5,  0.0012
 0.15,   0.002
KB 166 *Concrete Compression Damage
   0.,     0.
 0.05, 0.0001
  0.1, 0.0003
 0.18, 0.0008
 0.28, 0.0015
  0.4, 0.0025
 0.52, 0.0035
 0.65,  0.005
 0.78,  0.008
  0.9,  0.012
KB 167 *Concrete Tension Damage
   0.,      0.
 0.15,   5e-05
 0.32, 0.00015
  0.5, 0.00035
 0.68,  0.0007
 0.85,  0.0012
 0.97,   0.002
KB 164 *Concrete Compression Hardening
10.,     0.
20., 0.0001
30., 0.0003
40., 0.0008
48., 0.0015
55., 0.0025
58., 0.0035
54.,  0.005
46.,  0.008
35.,  0.012
KB 165 *Concrete Tension Stiffening
  3.2,      0.
  2.8,   5e-05
  2.2, 0.00015
  1.6, 0.00035
   1.,  0.0007
  0.5,  0.0012
 0.15,   0.002
KB 166 *Concrete Compression Damage
   0.,     0.
 0.05, 0.0001
  0.1, 0.0003
 0.18, 0.0008
 0.28, 0.0015
  0.4, 0.0025
 0.52, 0.0035
 0.65,  0.005
 0.78,  0.008
  0.9,  0.012
KB 167 *Concrete Tension Damage
   0.,      0.
 0.15,   5e-05
 0.32, 0.00015
  0.5, 0.00035
 0.68,  0.0007
 0.85,  0.0012
 0.97,   0.002
KB 168 *Material, name=Steel
KB 165 *Concrete Tension Stiffening
  3.2,      0.
  2.8,   5e-05
  2.2, 0.00015
  1.6, 0.00035
   1.,  0.0007
  0.5,  0.0012
 0.15,   0.002
KB 166 *Concrete Compression Damage
   0.,     0.
 0.05, 0.0001
  0.1, 0.0003
 0.18, 0.0008
 0.28, 0.0015
  0.4, 0.0025
 0.52, 0.0035
 0.65,  0.005
 0.78,  0.008
  0.9,  0.012
KB 167 *Concrete Tension Damage
   0.,      0.
 0.15,   5e-05
 0.32, 0.00015
  0.5, 0.00035
 0.68,  0.0007
 0.85,  0.0012
 0.97,   0.002
KB 168 *Material, name=Steel
KB 169 *Density
7850.,
KB 166 *Concrete Compression Damage
   0.,     0.
 0.05, 0.0001
  0.1, 0.0003
 0.18, 0.0008
 0.28, 0.0015
  0.4, 0.0025
 0.52, 0.0035
 0.65,  0.005
 0.78,  0.008
  0.9,  0.012
KB 167 *Concrete Tension Damage
   0.,      0.
 0.15,   5e-05
 0.32, 0.00015
  0.5, 0.00035
 0.68,  0.0007
 0.85,  0.0012
 0.97,   0.002
KB 168 *Material, name=Steel
KB 169 *Density
7850.,
KB 170 *Elastic
 2e+11, 0.3
KB 167 *Concrete Tension Damage
   0.,      0.
 0.15,   5e-05
 0.32, 0.00015
  0.5, 0.00035
 0.68,  0.0007
 0.85,  0.0012
 0.97,   0.002
KB 168 *Material, name=Steel
KB 169 *Density
7850.,
KB 170 *Elastic
 2e+11, 0.3
KB 171 ** 
** BOUNDARY CONDITIONS
** 
** Name: BC-LeftFixed Type: \u5bf9\u79f0/\u53cd\u5bf9\u79f0/\u5b8c\u5168\u56fa\u5b9a
KB 172 *Boundary
Face-Left, ENCASTRE
KB 173 ** ----------------------------------------------------------------
** 
** STEP: Step-1
**
KB 174 *Step, name=Step-1, nlgeom=YES, inc=10
KB 175 *Static
0.1, 1., 0.1, 0.1
KB 176 ** 
** BOUNDARY CONDITIONS
** 
** Name: BC-RightDisp Type: \u4f4d\u79fb/\u8f6c\u89d2
KB 177 *Boundary
Face-Right, 1, 1, 20.
Face-Right, 2, 2, 5.
KB 178 ** 
** OUTPUT REQUESTS
**
KB 179 *Restart, write, frequency=0
KB 180 ** 
** FIELD OUTPUT: F-Output-1
**
KB 181 *Output, field, variable=PRESELECT
kb hits 8
job RC_Block_Compression status=None
job RC_Block_Compression_v2 status=ABORTED
part SteelRebar sa_n=2
SA SteelRebar 0 RebarTrussSection methods=resume,suppress,suppressed
SA SteelRebar 1 RebarTrussSection methods=resume,suppress,suppressed
part Stirrup sa_n=2
SA Stirrup 0 StirrupTrussSection methods=resume,suppress,suppressed
SA Stirrup 1 StirrupTrussSection methods=resume,suppress,suppressed
inspect3 end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

MCP: execute_script [OK]
----- Abaqus script output -----
fix start
part SteelRebar sa_before=2
suppressed SteelRebar sa 1
part SteelRebar sa_after=2
part Stirrup sa_before=2
suppressed Stirrup sa 1
part Stirrup sa_after=2
compression damage updated n=10
BC-RightDisp updated in Step-1
job created RC_Block_Compression_v3
input written RC_Block_Compression_v3
job submitted RC_Block_Compression_v3
----- End output -----
Job RC_Block_Compression_v3: Analysis Input File Processor completed successfully.
Error in job RC_Block_Compression_v3: Time increment required is less than the minimum specified
Job RC_Block_Compression_v3: Abaqus/Standard aborted due to errors.
Error in job RC_Block_Compression_v3: Abaqus/Standard Analysis exited with an error - Please see the  message file for possible error messages if the file exists.
Job RC_Block_Compression_v3 aborted due to errors.
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
diag start
BC class=DisplacementBC
BC name=BC-RightDisp
BC fixed=OFF
BC distributionType=UNIFORM
BC localCsys=None
step nlgeom=ON initialInc=0.1 minInc=0.1 maxInc=0.1 maxNumInc=10
job status=ABORTED
scan path=E:\temp
file found E:\temp\RC_Block_Compression_v3.msg
tail msg:
                       2  PASSES THROUGH THE EQUATION SOLVER OF WHICH 
                       2  INVOLVE MATRIX DECOMPOSITION, INCLUDING
                       0  DECOMPOSITION(S) OF THE MASS MATRIX
                       1  REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       2  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       1  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES



     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.40    
       SYSTEM TIME (SEC)    =      0.0    
       TOTAL CPU TIME (SEC) =     0.40    
       WALLCLOCK TIME (SEC) =            1
       MEMORY PEAK (GB)     =            0
file found E:\temp\RC_Block_Compression_v3.dat
tail dat:


          THE ANALYSIS IS ENDED BECAUSE OF THE PROBLEMS ENCOUNTERED
          LOOK AT THE MSG FILE FOR THE CAUSE OF THE TERMINATION



                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE
                              AND       2 WARNING MESSAGES ON THE MSG FILE
                                        1 WARNINGS ARE FOR NEGATIVE EIGENVALUES



     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.40    
       SYSTEM TIME (SEC)    =      0.0    
       TOTAL CPU TIME (SEC) =     0.40    
       WALLCLOCK TIME (SEC) =            1
file missing E:\temp\RC_Block_Compression_v3.sta
diag end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
verify start
open E:\temp\RC_Block_Compression_v3.msg
hits msg=10
--- msg line 43 ---
     SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P>P0          5.000E-03
     SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P=0.0         0.100    
     CONTACT FORCE ERROR TOLERANCE FOR CONVERT SDI=YES                 1.00    
     DISPLACEMENT COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS           1.000E-05
     ROTATION COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS               1.000E-05
--- msg line 128 ---
 

 ***WARNING: THE SYSTEM MATRIX HAS 65 NEGATIVE EIGENVALUES.

     NEGATIVE EIGENVALUES MEAN THAT THE SYSTEM MATRIX IS NOT 
--- msg line 130 ---
 ***WARNING: THE SYSTEM MATRIX HAS 65 NEGATIVE EIGENVALUES.

     NEGATIVE EIGENVALUES MEAN THAT THE SYSTEM MATRIX IS NOT 
     POSITIVE DEFINITE:
     FOR EXAMPLE, A BIFURCATION (BUCKLING) LOAD MAY HAVE BEEN EXCEEDED.
--- msg line 134 ---
     FOR EXAMPLE, A BIFURCATION (BUCKLING) LOAD MAY HAVE BEEN EXCEEDED.

 ***WARNING: THE PLASTICITY/CREEP/CONNECTOR FRICTION ALGORITHM DID NOT CONVERGE 
             AT 12 POINTS
 
--- msg line 142 ---
 

 ***ERROR: TIME INCREMENT REQUIRED IS LESS THAN THE MINIMUM SPECIFIED


--- msg line 156 ---
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       2  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
--- msg line 157 ---
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       2  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       1  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
--- msg line 158 ---
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       2  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       1  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES
--- msg line 159 ---
                       2  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       1  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES

--- msg line 160 ---
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       1  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES


open E:\temp\RC_Block_Compression_v3.dat
hits dat=5
--- dat line 165 ---
  *solidsection, elset=ASSEMBLY_STEELREBAR-1_SET-ALLEDGES, material=STEEL

 ***WARNING: FOR TWO-DIMENSIONAL MODELS, IF A NON-UNITY THICKNESS IS SPECIFIED 
             FOR TWO-DIMENSIONAL SOLID ELEMENTS AND THESE ELEMENTS ARE INVOLVED 
             IN AN INTERACTION SUCH AS CONTACT, THE SAME THICKNESS SHOULD BE 
--- dat line 309 ---

                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE
                              AND       2 WARNING MESSAGES ON THE MSG FILE
--- dat line 310 ---
                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE
                              AND       2 WARNING MESSAGES ON THE MSG FILE
                                        1 WARNINGS ARE FOR NEGATIVE EIGENVALUES
--- dat line 311 ---
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE
                              AND       2 WARNING MESSAGES ON THE MSG FILE
                                        1 WARNINGS ARE FOR NEGATIVE EIGENVALUES

--- dat line 312 ---
                              AND       1 WARNING MESSAGES ON THE DAT FILE
                              AND       2 WARNING MESSAGES ON THE MSG FILE
                                        1 WARNINGS ARE FOR NEGATIVE EIGENVALUES


open E:\temp\RC_Block_Compression_v3.inp
hits inp=0
step initialInc=0.1 minInc=0.1 maxInc=0.1 maxNumInc=10 nlgeom=ON
verify end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect4 start
part ConcreteBlock vbb (0.0, 0.0, 0.0) (1000.0, 300.0, 300.0)
part ConcreteBlock space=THREE_D type=DEFORMABLE_BODY
part ConcreteBlock elems=1600 nodes=2106
part SteelRebar vbb (0.0, 0.0, 0.0) (1000.0, 0.0, 0.0)
part SteelRebar space=THREE_D type=DEFORMABLE_BODY
part SteelRebar elems=25 nodes=51
part Stirrup vbb (0.0, 30.0, 30.0) (0.0, 270.0, 270.0)
part Stirrup space=THREE_D type=DEFORMABLE_BODY
part Stirrup elems=24 nodes=48
inst ConcreteBlock-1 nbb (0.0, 0.0, 0.0) (1000.0, 300.0, 300.0)
inst SteelRebar-1 nbb (0.0, 30.0, 30.0) (1000.0, 30.0, 30.0)
inst Stirrup-1 nbb (0.0, 30.0, 30.0) (0.0, 270.0, 270.0)
step nlgeom=ON initialInc=0.1 minInc=0.1 maxInc=0.1 maxNumInc=10
bc name=BC-RightDisp
bc fixed=OFF
bc stepvals NA
constraint list NA
inspect4 end
----- End output -----
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

MCP: execute_script [OK]
----- Abaqus script output -----
fix2 start
BC-RightDisp set by setValues
step updated
created Embed_SteelRebar-1
created Embed_SteelRebar-2
created Embed_SteelRebar-3
created Embed_SteelRebar-4
created Embed_Stirrup-1
created Embed_Stirrup-2
created Embed_Stirrup-3
created Embed_Stirrup-4
created Embed_Stirrup-5
created Embed_Stirrup-6
created Embed_Stirrup-7
created Embed_Stirrup-8
created Embed_Stirrup-9
created Embed_Stirrup-10
created Embed_Stirrup-11
embedded created n=15
job created RC_Block_Compression_v4
input written RC_Block_Compression_v4
job submitted RC_Block_Compression_v4
fix2 end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
check_v4 start
job status=SUBMITTED
sta exists=True
msg exists=True
dat exists=True
odb exists=True
sta lines=7
STA 1  Abaqus/Standard 2025                  DATE 24-5\u6708-2026 TIME 11:31:43
STA 2  SUMMARY OF JOB INFORMATION:
STA 3  STEP  INC ATT SEVERE EQUIL TOTAL  TOTAL      STEP       INC OF       DOF    IF
STA 4                DISCON ITERS ITERS  TIME/    TIME/LPF    TIME/LPF    MONITOR RIKS
STA 5                ITERS               FREQ
STA 6    1     1   1     0     3     3  0.00100    0.00100    0.001000  
STA 7    1     2   1     0     2     2  0.00200    0.00200    0.001000  
msg lines=243
MSG 232 
MSG 233  TIME INCREMENT COMPLETED  1.000E-03,  FRACTION OF STEP COMPLETED  2.000E-03
MSG 234  STEP TIME COMPLETED       2.000E-03,  TOTAL TIME COMPLETED        2.000E-03
MSG 235 
MSG 236 
MSG 237   INCREMENT     3 STARTS. ATTEMPT NUMBER  1, TIME INCREMENT  1.500E-03
MSG 238  
MSG 239 	UNSYMMETRIC PURE THREAD-BASED DIRECT SPARSE SOLVER RUNNING ON
MSG 240  	1 HOST x 1 MPI RANK PER HOST x 1 THREAD PER RANK
MSG 241         NUMBER OF EQUATIONS:  6318
MSG 242         NUMBER OF RHS:        1
MSG 243         NUMBER OF FLOPS:      1.049e+09
check_v4 end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
monitor_v4 start
job status=SUBMITTED
STA lines=64
STA 55    1    50   1     0     1     1  0.870      0.870      0.02000   
STA 56    1    51   1     0     1     1  0.890      0.890      0.02000   
STA 57    1    52   1     0     1     1  0.910      0.910      0.02000   
STA 58    1    53   1     0     1     1  0.930      0.930      0.02000   
STA 59    1    54   1     0     1     1  0.950      0.950      0.02000   
STA 60    1    55   1     0     1     1  0.970      0.970      0.02000   
STA 61    1    56   1     0     1     1  0.990      0.990      0.02000   
STA 62    1    57   1     0     1     1  1.00       1.00       0.009742  
STA 63                           
STA 64  THE ANALYSIS HAS COMPLETED SUCCESSFULLY
MSG lines=2116
MSG 2107                        0  ERROR MESSAGES
MSG 2108 
MSG 2109 
MSG 2110 
MSG 2111      JOB TIME SUMMARY
MSG 2112        USER TIME (SEC)      =      9.3    
MSG 2113        SYSTEM TIME (SEC)    =     0.90    
MSG 2114        TOTAL CPU TIME (SEC) =      10.    
MSG 2115        WALLCLOCK TIME (SEC) =           10
MSG 2116        MEMORY PEAK (GB)     =            0
odb frames=58
last frame value=1.0
field RF exists=True
field U exists=True
field S exists=True
field E exists=False
monitor_v4 end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
result_v4 start
field DAMAGET exists=False
field DAMAGEC exists=False
field PEEQ exists=True
field SDV exists=False
frames=58
stepEnd=1.0
U1 min=-2.0 max=-2.3548221e-32
RF sum=5033.984375 7.064649253152311e-06 -3.2552110496908426e-05
S11 min=-400400640.0 max=72255.87
Mises max=400400640.0
result_v4 end
----- End output -----
Job RC_Block_Compression_v4: Analysis Input File Processor completed successfully.
Job RC_Block_Compression_v4: Abaqus/Standard completed successfully.
Job RC_Block_Compression_v4 completed successfully. 

成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
export inspect start
wd=E:\temp
odb=E:\temp\RC_Block_Compression_v4.odb
odb opened
steps=Step-1
frames=58
fieldOutputs=AC YIELD,LE,PE,PEEQ,PEMAG,RF,S,U
instances=CONCRETEBLOCK-1,STEELREBAR-1,STEELREBAR-2,STEELREBAR-3,STEELREBAR-4,STIRRUP-1,STIRRUP-2,STIRRUP-3,STIRRUP-4,STIRRUP-5,STIRRUP-6,STIRRUP-7,STIRRUP-8,STIRRUP-9,STIRRUP-10,STIRRUP-11
export inspect end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
export start
png E:\temp\RC_Block_Compression_v4_exports\01_whole_mises_iso.png
png E:\temp\RC_Block_Compression_v4_exports\02_steel_mises_iso.png
png E:\temp\RC_Block_Compression_v4_exports\03_concrete_s11_iso.png
png E:\temp\RC_Block_Compression_v4_exports\04_whole_mises_front.png
png E:\temp\RC_Block_Compression_v4_exports\05_whole_mises_right.png
png E:\temp\RC_Block_Compression_v4_exports\06_concrete_front.png
png E:\temp\RC_Block_Compression_v4_exports\07_steel_front.png
avi 08_whole_U_animation.avi
avi 09_steel_mises_animation.avi
export end dir=E:\temp\RC_Block_Compression_v4_exports
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
verify export start
01_whole_mises_iso.png exists=True
02_steel_mises_iso.png exists=True
03_concrete_s11_iso.png exists=True
04_whole_mises_front.png exists=True
05_whole_mises_right.png exists=True
06_concrete_front.png exists=True
07_steel_front.png exists=True
08_whole_U_animation.avi exists=True
09_steel_mises_animation.avi exists=True
summary=E:\temp\RC_Block_Compression_v4_exports\result_summary.txt
verify export end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

成功中止命令.
>>> 很好，你现在根据所算出的这个应力，最大位移和加载的数据，它是否符合真实世界的这种情况？你看一下原因或者自己分析下。
    很好，你现在根据所算出的这个应力，最大位移和加载的数据，它是否符合真实世界的这种情况？你看一下原因或者自己分析下。
      ^
SyntaxError: invalid character '，' (U+FF0C)
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: get_model_info [OK]
MCP: get_model_info [OK]
MCP: execute_script [FAIL]

部件名是 ConcreteBlock, 维度为三维, 类型为可变形体.
包围框
最小   : 0., 0., 0.
最大   : 1.E+03, 300., 300.
CofG  : 500., 150., 150.
体积: 90000000

部件名是 ConcreteBlock, 维度为三维, 类型为可变形体.
包围框
最小   : 0., 0., 0.
最大   : 1.E+03, 300., 300.
CofG  : 500., 150., 150.
体积: 90000000

部件名是 SteelRebar, 维度为三维, 类型为可变形体.
包围框
最小   : 0., 0., 0.
最大   : 1.E+03, 0., 0.
部件中没有实体区域

部件名是 Stirrup, 维度为三维, 类型为可变形体.
包围框
最小   : 0., 30., 30.
最大   : 0., 270., 270.
部件中没有实体区域
MCP: execute_script [OK]
----- Abaqus script output -----
inspect beam model start
part name=ConcreteBlock
type=DEFORMABLE_BODY
bbox low=0,0,0
bbox high=1000,300,300
size=1000,300,300
cells=1 faces=6 edges=12 verts=8
part ConcreteBlock size=1000,300,300 edges=12 verts=8
part SteelRebar size=1000,0,0 edges=1 verts=2
part Stirrup size=0,240,240 edges=4 verts=4
instances=ConcreteBlock-1,SteelRebar-1,SteelRebar-2,SteelRebar-3,SteelRebar-4,Stirrup-1,Stirrup-10,Stirrup-11,Stirrup-2,Stirrup-3,Stirrup-4,Stirrup-5,Stirrup-6,Stirrup-7,Stirrup-8,Stirrup-9
bc BC-LeftFixed type=TypeBC
bc BC-RightDisp type=DisplacementBC
part sets=Set-AllCells,Set-Concrete-All
asm sets=EmbeddedRebars,Face-Back,Face-Bottom,Face-Front,Face-Left,Face-Right,Face-Top,HostConcrete,SET_SteelRebar-1,SET_SteelRebar-2,SET_SteelRebar-3,SET_SteelRebar-4,SET_Stirrup-1,SET_Stirrup-10,SET_Stirrup-11,SET_Stirrup-2,SET_Stirrup-3,SET_Stirrup-4,SET_Stirrup-5,SET_Stirrup-6,SET_Stirrup-7,SET_Stirrup-8,SET_Stirrup-9
inspect beam model end
----- End output -----
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
layout inspect start
part=ConcreteBlock
 v0=0,0,300
 v1=0,300,300
 v2=0,300,0
 v3=0,0,0
 v4=1000,300,300
 v5=1000,300,0
 v6=1000,0,300
 v7=1000,0,0
part=SteelRebar
 v0=0,0,0
 v1=1000,0,0
part=Stirrup
 v0=0,30,270
 v1=0,30,30
 v2=0,270,30
 v3=0,270,270
inst=ConcreteBlock-1 low=0,0,0 high=1000,300,300
inst=SteelRebar-1 low=0,30,30 high=1000,30,30
inst=SteelRebar-2 low=0,270,30 high=1000,270,30
inst=SteelRebar-3 low=0,30,270 high=1000,30,270
inst=SteelRebar-4 low=0,270,270 high=1000,270,270
inst=Stirrup-1 low=0,30,30 high=0,270,270
inst=Stirrup-10 low=900,30,30 high=900,270,270
inst=Stirrup-11 low=1000,30,30 high=1000,270,270
inst=Stirrup-2 low=100,30,30 high=100,270,270
inst=Stirrup-3 low=200,30,30 high=200,270,270
inst=Stirrup-4 low=300,30,30 high=300,270,270
inst=Stirrup-5 low=400,30,30 high=400,270,270
inst=Stirrup-6 low=500,30,30 high=500,270,270
inst=Stirrup-7 low=600,30,30 high=600,270,270
inst=Stirrup-8 low=700,30,30 high=700,270,270
inst=Stirrup-9 low=800,30,30 high=800,270,270
layout inspect end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
bending prep inspect start
materials=Concrete,Steel
sections=ConcreteSection,ConcreteSolidSection,RebarSection,RebarTrussSection,SteelSectionSolid,StirrupSection,StirrupTrussSection
constraints=Embed-1,Embed_SteelRebar-1,Embed_SteelRebar-2,Embed_SteelRebar-3,Embed_SteelRebar-4,Embed_Stirrup-1,Embed_Stirrup-10,Embed_Stirrup-11,Embed_Stirrup-2,Embed_Stirrup-3,Embed_Stirrup-4,Embed_Stirrup-5,Embed_Stirrup-6,Embed_Stirrup-7,Embed_Stirrup-8,Embed_Stirrup-9
steps=Initial,Step-1
loads=
bcs=BC-LeftFixed,BC-RightDisp
section ConcreteSection type=HomogeneousSolidSection
section ConcreteSolidSection type=HomogeneousSolidSection
section RebarSection type=TrussSection
section RebarTrussSection type=TrussSection
section SteelSectionSolid type=HomogeneousSolidSection
section StirrupSection type=TrussSection
section StirrupTrussSection type=TrussSection
constraint Embed-1 type=EmbeddedRegion
constraint Embed_SteelRebar-1 type=EmbeddedRegion
constraint Embed_SteelRebar-2 type=EmbeddedRegion
constraint Embed_SteelRebar-3 type=EmbeddedRegion
constraint Embed_SteelRebar-4 type=EmbeddedRegion
constraint Embed_Stirrup-1 type=EmbeddedRegion
constraint Embed_Stirrup-10 type=EmbeddedRegion
constraint Embed_Stirrup-11 type=EmbeddedRegion
constraint Embed_Stirrup-2 type=EmbeddedRegion
constraint Embed_Stirrup-3 type=EmbeddedRegion
constraint Embed_Stirrup-4 type=EmbeddedRegion
constraint Embed_Stirrup-5 type=EmbeddedRegion
constraint Embed_Stirrup-6 type=EmbeddedRegion
constraint Embed_Stirrup-7 type=EmbeddedRegion
constraint Embed_Stirrup-8 type=EmbeddedRegion
constraint Embed_Stirrup-9 type=EmbeddedRegion
part ConcreteBlock cells=1 edges=12 elems=1600 nodes=2106
 part_sets=Set-AllCells,Set-Concrete-All
 part_sections=1
part SteelRebar cells=0 edges=1 elems=25 nodes=51
 part_sets=Set-AllEdges
 part_sections=2
part Stirrup cells=0 edges=4 elems=24 nodes=48
 part_sets=Set-AllEdges
 part_sections=2
asm features=ConcreteBlock-1,Datum csys-1,SteelRebar-1,SteelRebar-2,SteelRebar-3,SteelRebar-4,Stirrup-1,Stirrup-10,Stirrup-11,Stirrup-2,Stirrup-3,Stirrup-4,Stirrup-5,Stirrup-6,Stirrup-7,Stirrup-8,Stirrup-9
bending prep inspect end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
beam inspect start
part ConcreteBlock bbox=((0.0, 0.0, 0.0), (1000.0, 300.0, 300.0))
part SteelRebar bbox=((0.0, 0.0, 0.0), (1000.0, 0.0, 0.0))
part Stirrup bbox=((0.0, 30.0, 30.0), (0.0, 270.0, 270.0))
bc BC-LeftFixed type=TypeBC
 bc BC-LeftFixed region ok
bc BC-RightDisp type=DisplacementBC
 bc BC-RightDisp region ok
inst ConcreteBlock-1 bbox=((0.0, 0.0, 0.0), (1000.0, 300.0, 300.0))
inst SteelRebar-1 bbox=((0.0, 30.0, 30.0), (1000.0, 30.0, 30.0))
inst SteelRebar-2 bbox=((0.0, 270.0, 30.0), (1000.0, 270.0, 30.0))
inst SteelRebar-3 bbox=((0.0, 30.0, 270.0), (1000.0, 30.0, 270.0))
inst SteelRebar-4 bbox=((0.0, 270.0, 270.0), (1000.0, 270.0, 270.0))
inst Stirrup-1 bbox=((0.0, 30.0, 30.0), (0.0, 270.0, 270.0))
inst Stirrup-10 bbox=((900.0, 30.0, 30.0), (900.0, 270.0, 270.0))
inst Stirrup-11 bbox=((1000.0, 30.0, 30.0), (1000.0, 270.0, 270.0))
inst Stirrup-2 bbox=((100.0, 30.0, 30.0), (100.0, 270.0, 270.0))
inst Stirrup-3 bbox=((200.0, 30.0, 30.0), (200.0, 270.0, 270.0))
inst Stirrup-4 bbox=((300.0, 30.0, 30.0), (300.0, 270.0, 270.0))
inst Stirrup-5 bbox=((400.0, 30.0, 30.0), (400.0, 270.0, 270.0))
inst Stirrup-6 bbox=((500.0, 30.0, 30.0), (500.0, 270.0, 270.0))
inst Stirrup-7 bbox=((600.0, 30.0, 30.0), (600.0, 270.0, 270.0))
inst Stirrup-8 bbox=((700.0, 30.0, 30.0), (700.0, 270.0, 270.0))
inst Stirrup-9 bbox=((800.0, 30.0, 30.0), (800.0, 270.0, 270.0))
beam inspect end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
bc inspect start
bc=BC-LeftFixed class=TypeBC u1=None u2=None u3=None ur1=None ur2=None ur3=None
bc=BC-RightDisp class=DisplacementBC u1=None u2=None u3=None ur1=None ur2=None ur3=None
concrete cells=1 faces=6 edges=12 verts=8
face[0] pt=(0.0, 100.0, 200.0)
face[1] pt=(333.333333, 300.0, 200.0)
face[2] pt=(1000.0, 200.0, 200.0)
face[3] pt=(666.666667, 0.0, 200.0)
face[4] pt=(333.333333, 100.0, 300.0)
face[5] pt=(666.666667, 100.0, 0.0)
bc inspect end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
模型 "RC_Beam_2500" 已创建.
全局种子指派完成.
375 个单元已创建到部件: ConcreteBeam2500
全局种子指派完成.
25 个单元已创建到部件: LongRebar2500
全局种子指派完成.
16 个单元已创建到部件: Stirrup2500
MCP: execute_script [OK]
----- Abaqus script output -----
build 2.5m RC beam start
model=RC_Beam_2500 size=2500 x 500 x 300 mm
rebar=4 stirrup=13 pressure=0.2 MPa top-down
job=RC_Beam_2500_Bending ready
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
rc2500 inspect start
parts=ConcreteBeam2500,ConcreteBlock,LongRebar2500,SteelRebar,Stirrup,Stirrup2500
materials=Concrete,Steel
sections=ConcreteSection,ConcreteSolidSection,RebarSection,RebarTrussSection,SteelSectionSolid,StirrupSection,StirrupTrussSection
steps=Initial,Step-1
loads=Load-TopDown
bcs=BC-LeftSupport,BC-RightSupport
constraints=Embed-Rebar-1,Embed-Rebar-2,Embed-Rebar-3,Embed-Rebar-4,Embed-Stirrup-1,Embed-Stirrup-10,Embed-Stirrup-11,Embed-Stirrup-12,Embed-Stirrup-13,Embed-Stirrup-2,Embed-Stirrup-3,Embed-Stirrup-4,Embed-Stirrup-5,Embed-Stirrup-6,Embed-Stirrup-7,Embed-Stirrup-8,Embed-Stirrup-9
part ConcreteBeam2500 elems=375 nodes=624 cells=1 edges=12
part LongRebar2500 elems=25 nodes=26 cells=0 edges=1
part Stirrup2500 elems=16 nodes=16 cells=0 edges=4
inst ConcreteBeam2500-1 bbox=unavailable
inst LongRebar2500-1 bbox=unavailable
inst Stirrup2500-1 bbox=unavailable
jobs=RC_Beam_2500_Bending,RC_Block_Compression,RC_Block_Compression_v2,RC_Block_Compression_v3,RC_Block_Compression_v4
rc2500 inspect end
----- End output -----
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

Job RC_Beam_2500_Bending: Analysis Input File Processor completed successfully.
Error in job RC_Beam_2500_Bending: Too many attempts made for this increment
Job RC_Beam_2500_Bending: Abaqus/Standard aborted due to errors.
MCP: execute_script [OK]
----- Abaqus script output -----
run check start
job status=None
submit job
job done status=ABORTED
step=Step-1 frames=1
Umax=0.0
Smax_mises=0.0
run check end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
abort diagnose start
job status=ABORTED
file RC_Beam_2500_Bending.log exists
lines=14
Analysis initiated from SIMULIA established products
Abaqus JOB RC_Beam_2500_Bending
Abaqus 2025
Abaqus License Manager checked out the following licenses:
Abaqus/Standard checked out 8 tokens from Flexnet server south.
<9991 out of 9999 licenses remain available>.
Begin Analysis Input File Processor
2026-05-24 11:58:21
Run pre.exe
2026-05-24 11:58:23
End Analysis Input File Processor
Begin Abaqus/Standard Analysis
2026-05-24 11:58:23
Run standard.exe
file RC_Beam_2500_Bending.dat exists
lines=449
          ESTIMATE OF THE SCRATCH DISK SPACE IS NOT POSSIBLE.
      (6) USING "*RESTART, WRITE" CAN GENERATE A LARGE AMOUNT OF DATA WRITTEN IN THE WORK DIRECTORY.


          THE ANALYSIS IS ENDED BECAUSE OF THE PROBLEMS ENCOUNTERED
          LOOK AT THE MSG FILE FOR THE CAUSE OF THE TERMINATION



                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE



     JOB TIME SUMMARY
       USER TIME (SEC)      =      1.7
       SYSTEM TIME (SEC)    =     0.70
       TOTAL CPU TIME (SEC) =      2.4
       WALLCLOCK TIME (SEC) =            2
file RC_Beam_2500_Bending.msg exists
lines=647
                      24  PASSES THROUGH THE EQUATION SOLVER OF WHICH
                      24  INVOLVE MATRIX DECOMPOSITION, INCLUDING
                       0  DECOMPOSITION(S) OF THE MASS MATRIX
                       1  REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       0  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       0  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES



     JOB TIME SUMMARY
       USER TIME (SEC)      =      1.7
       SYSTEM TIME (SEC)    =     0.70
       TOTAL CPU TIME (SEC) =      2.4
       WALLCLOCK TIME (SEC) =            2
       MEMORY PEAK (GB)     =            0
file RC_Beam_2500_Bending.sta exists
lines=12
 Abaqus/Standard 2025                  DATE 24-5\u6708-2026 TIME 11:58:24
 SUMMARY OF JOB INFORMATION:
 STEP  INC ATT SEVERE EQUIL TOTAL  TOTAL      STEP       INC OF       DOF    IF
               DISCON ITERS ITERS  TIME/    TIME/LPF    TIME/LPF    MONITOR RIKS
               ITERS               FREQ
   1     1   1U    0     5     5  0.00       0.00       0.001000
   1     1   2U    0     6     6  0.00       0.00       0.0002500
   1     1   3U    0     4     4  0.00       0.00       6.250e-05
   1     1   4U    0     5     5  0.00       0.00       1.563e-05
   1     1   5U    0     4     4  0.00       0.00       3.906e-06

 THE ANALYSIS HAS NOT BEEN COMPLETED
abort diagnose end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
msg error scan start
scan RC_Beam_2500_Bending.msg
43:      CONTACT FORCE ERROR TOLERANCE FOR CONVERT SDI=YES                 1.00
620:  ***ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT
634:                        1  WARNING MESSAGES DURING USER INPUT PROCESSING
635:                        0  WARNING MESSAGES DURING ANALYSIS
636:                        0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
637:                        0  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
638:                        1  ERROR MESSAGES
scan RC_Beam_2500_Bending.dat
182:  ***WARNING: FOR TWO-DIMENSIONAL MODELS, IF A NON-UNITY THICKNESS IS SPECIFIED
440:                               WITH      1 ERROR MESSAGES ON THE MSG FILE
441:                               AND       1 WARNING MESSAGES ON THE DAT FILE
scan RC_Beam_2500_Bending.sta
no key lines found
msg error scan end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
bc load inspect start
bc=BC-LeftSupport type=DisplacementBC u1=None u2=None u3=None ur1=None ur2=None ur3=None
 bc region verts=0 edges=0 faces=0 nodes=0
bc=BC-RightSupport type=DisplacementBC u1=None u2=None u3=None ur1=None ur2=None ur3=None
 bc region verts=0 edges=0 faces=0 nodes=0
load=Load-TopDown type=Pressure
 distributionType=UNIFORM
 load region verts=0 edges=0 faces=0 nodes=0
beam faces=6 edges=12 verts=8
face[0]=(0.0,166.667,200.0)
face[1]=(833.333,500.0,200.0)
face[2]=(2500.0,333.333,200.0)
face[3]=(1666.667,0.0,200.0)
face[4]=(833.333,166.667,300.0)
face[5]=(1666.667,166.667,0.0)
edge[0]=(0.0,125.0,300.0)
edge[1]=(0.0,500.0,75.0)
edge[2]=(0.0,125.0,0.0)
edge[3]=(0.0,0.0,75.0)
edge[4]=(625.0,500.0,300.0)
edge[5]=(2500.0,500.0,75.0)
edge[6]=(625.0,500.0,0.0)
edge[7]=(2500.0,375.0,300.0)
edge[8]=(2500.0,0.0,75.0)
edge[9]=(2500.0,375.0,0.0)
edge[10]=(1875.0,0.0,300.0)
edge[11]=(1875.0,0.0,0.0)
bc load inspect end
----- End output -----
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

Error in job RC_Beam_2500_Bending: Abaqus/Standard Analysis exited with an error - Please see the  message file for possible error messages if the file exists.
Error in job RC_Beam_2500_Bending: Abaqus/Standard Analysis exited with an error - Please see the  message file for possible error messages if the file exists.
Job RC_Beam_2500_Bending aborted due to errors.
Job RC_Beam_2500_Bending aborted due to errors.
MCP: execute_script [OK]
----- Abaqus script output -----
repair bc load start
left_faces=1
right_faces=1
top_faces=1
bc and load recreated
job status=ABORTED
frames=1
Umax=0.0
Smax_mises=0.0
repair bc load end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
deep msg scan start
file=RC_Beam_2500_Bending.msg
590: 
591:                CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     2
592: 
593: 
594:  AVERAGE FORCE                      5.310E-03   TIME AVG. FORCE       5.310E-03
595:  LARGEST SCALED RESIDUAL FORCE      4.222E-02   AT NODE         54   DOF  1
596:    INSTANCE: CONCRETEBEAM2500-1
597:   CORRESPONDING RESIDUAL FORCE      4.222E-02
598:  LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        318   DOF  3
599:    INSTANCE: CONCRETEBEAM2500-1
600:  LARGEST CORRECTION TO DISP.       -6.173E-13   AT NODE         24   DOF  1
601:    INSTANCE: CONCRETEBEAM2500-1
602:           FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
603: 
604: 	UNSYMMETRIC PURE THREAD-BASED DIRECT SPARSE SOLVER RUNNING ON
605:  	1 HOST x 1 MPI RANK PER HOST x 1 THREAD PER RANK
606:         NUMBER OF EQUATIONS:  1872
607:         NUMBER OF RHS:        1
608:         NUMBER OF FLOPS:      6.069e+07
609:         SOLVER ELAPSED TIME:  11ms
610: 
611:                CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     3
612: 
613: 
614:  AVERAGE FORCE                      5.280E-03   TIME AVG. FORCE       5.280E-03
615:  LARGEST SCALED RESIDUAL FORCE      4.028E-02   AT NODE         25   DOF  1
616:    INSTANCE: CONCRETEBEAM2500-1
617:   CORRESPONDING RESIDUAL FORCE      4.028E-02
618:  LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        313   DOF  3
619:    INSTANCE: CONCRETEBEAM2500-1
620:  LARGEST CORRECTION TO DISP.       -8.202E-13   AT NODE         43   DOF  1
621:    INSTANCE: CONCRETEBEAM2500-1
622:           FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
623: 
624: 	UNSYMMETRIC PURE THREAD-BASED DIRECT SPARSE SOLVER RUNNING ON
625:  	1 HOST x 1 MPI RANK PER HOST x 1 THREAD PER RANK
626:         NUMBER OF EQUATIONS:  1872
627:         NUMBER OF RHS:        1
628:         NUMBER OF FLOPS:      6.069e+07
629:         SOLVER ELAPSED TIME:  11ms
630: 
file=RC_Beam_2500_Bending.dat
160:   *elastic
161:   *solidsection, elset=ASSEMBLY_CONCRETEBEAM2500-1__PICKEDSET2, material=CONCRETE
162:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-1__PICKEDSET2, material=STEEL
163:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-2__PICKEDSET2, material=STEEL
164:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-3__PICKEDSET2, material=STEEL
165:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-4__PICKEDSET2, material=STEEL
166:   *solidsection, elset=ASSEMBLY_STIRRUP2500-1__PICKEDSET2, material=STEEL
167:   *solidsection, elset=ASSEMBLY_STIRRUP2500-2__PICKEDSET2, material=STEEL
168:   *solidsection, elset=ASSEMBLY_STIRRUP2500-3__PICKEDSET2, material=STEEL
169:   *solidsection, elset=ASSEMBLY_STIRRUP2500-4__PICKEDSET2, material=STEEL
170:   *solidsection, elset=ASSEMBLY_STIRRUP2500-5__PICKEDSET2, material=STEEL
171:   *solidsection, elset=ASSEMBLY_STIRRUP2500-6__PICKEDSET2, material=STEEL
172:   *solidsection, elset=ASSEMBLY_STIRRUP2500-7__PICKEDSET2, material=STEEL
173:   *solidsection, elset=ASSEMBLY_STIRRUP2500-8__PICKEDSET2, material=STEEL
174:   *solidsection, elset=ASSEMBLY_STIRRUP2500-9__PICKEDSET2, material=STEEL
175:   *solidsection, elset=ASSEMBLY_STIRRUP2500-10__PICKEDSET2, material=STEEL
176:   *solidsection, elset=ASSEMBLY_STIRRUP2500-11__PICKEDSET2, material=STEEL
177:   *solidsection, elset=ASSEMBLY_STIRRUP2500-12__PICKEDSET2, material=STEEL
178:   *solidsection, elset=ASSEMBLY_STIRRUP2500-13__PICKEDSET2, material=STEEL
179:   *solidsection, elset=ASSEMBLY_CONCRETEBEAM2500-1__PICKEDSET2, material=CONCRETE
180:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-1__PICKEDSET2, material=STEEL
181: 
182:  ***WARNING: FOR TWO-DIMENSIONAL MODELS, IF A NON-UNITY THICKNESS IS SPECIFIED
183:              FOR TWO-DIMENSIONAL SOLID ELEMENTS AND THESE ELEMENTS ARE INVOLVED
184:              IN AN INTERACTION SUCH AS CONTACT, THE SAME THICKNESS SHOULD BE
185:              SPECIFIED FOR THE OUT-OF-PLANE THICKNESS OF THE CORRESPONDING
186:              SURFACE UNDER *SURFACE INTERACTION.
187:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-2__PICKEDSET2, material=STEEL
188:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-3__PICKEDSET2, material=STEEL
189:   *solidsection, elset=ASSEMBLY_LONGREBAR2500-4__PICKEDSET2, material=STEEL
190:   *solidsection, elset=ASSEMBLY_STIRRUP2500-1__PICKEDSET2, material=STEEL
191:   *solidsection, elset=ASSEMBLY_STIRRUP2500-2__PICKEDSET2, material=STEEL
192:   *solidsection, elset=ASSEMBLY_STIRRUP2500-3__PICKEDSET2, material=STEEL
193:   *solidsection, elset=ASSEMBLY_STIRRUP2500-4__PICKEDSET2, material=STEEL
194:   *solidsection, elset=ASSEMBLY_STIRRUP2500-5__PICKEDSET2, material=STEEL
195:   *solidsection, elset=ASSEMBLY_STIRRUP2500-6__PICKEDSET2, material=STEEL
196:   *solidsection, elset=ASSEMBLY_STIRRUP2500-7__PICKEDSET2, material=STEEL
197:   *solidsection, elset=ASSEMBLY_STIRRUP2500-8__PICKEDSET2, material=STEEL
198:   *solidsection, elset=ASSEMBLY_STIRRUP2500-9__PICKEDSET2, material=STEEL
199:   *solidsection, elset=ASSEMBLY_STIRRUP2500-10__PICKEDSET2, material=STEEL
200:   *solidsection, elset=ASSEMBLY_STIRRUP2500-11__PICKEDSET2, material=STEEL
201:   *solidsection, elset=ASSEMBLY_STIRRUP2500-12__PICKEDSET2, material=STEEL
202:   *solidsection, elset=ASSEMBLY_STIRRUP2500-13__PICKEDSET2, material=STEEL
203:   *surface, type=ELEMENT, name=ASSEMBLY_SURF-TOPLOAD
204:   *surface, type=ELEMENT, name=ASSEMBLY_SURF-TOPLOAD
205:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET104
206:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET108
207:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET112
208:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET116
209:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET120
210:   *embeddedelement, hostelset=ASSEMBLY__PICKEDSET124
deep msg scan end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
job diagnose start
cwd=E:\temp
model ok
loads=Load-TopDown
bcs=BC-LeftSupport,BC-RightSupport
job type=ModelJob
file RC_Beam_2500_Bending.log exists size=769
--- RC_Beam_2500_Bending.log tail start ---
Analysis initiated from SIMULIA established products
Abaqus JOB RC_Beam_2500_Bending
Abaqus 2025
Abaqus License Manager checked out the following licenses:
Abaqus/Standard checked out 5 tokens from Flexnet server south.
<9994 out of 9999 licenses remain available>.
Begin Analysis Input File Processor
2026-05-24 11:59:28
Run pre.exe
2026-05-24 11:59:34
End Analysis Input File Processor
Begin Abaqus/Standard Analysis
2026-05-24 11:59:34
Run standard.exe
2026-05-24 11:59:47
Abaqus Error: Abaqus/Standard Analysis exited with an error - Please see the 
message file for possible error messages if the file exists.
Begin SIM Wrap-up
2026-05-24 11:59:48
Run SMASimUtility.exe
2026-05-24 11:59:48
End SIM Wrap-up
Abaqus/Analysis exited with errors
--- RC_Beam_2500_Bending.log tail end ---
file RC_Beam_2500_Bending.msg exists size=34652
--- RC_Beam_2500_Bending.msg tail start ---
   INSTANCE: CONCRETEBEAM2500-1                                                              
  CORRESPONDING RESIDUAL FORCE     -6.333E-02
 LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        313   DOF  3
   INSTANCE: CONCRETEBEAM2500-1                                                              
 LARGEST CORRECTION TO DISP.        8.647E-13   AT NODE         25   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
          FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
 

 ***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY.
 

 ***ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT



     ANALYSIS SUMMARY:
     TOTAL OF          1  INCREMENTS
                       5  CUTBACKS IN AUTOMATIC INCREMENTATION
                      26  ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT
                      26  PASSES THROUGH THE EQUATION SOLVER OF WHICH 
                      26  INVOLVE MATRIX DECOMPOSITION, INCLUDING
                       0  DECOMPOSITION(S) OF THE MASS MATRIX
                       1  REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       0  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       0  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES



     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.90    
       SYSTEM TIME (SEC)    =     0.20    
       TOTAL CPU TIME (SEC) =      1.1    
       WALLCLOCK TIME (SEC) =            1
       MEMORY PEAK (GB)     =            0
--- RC_Beam_2500_Bending.msg tail end ---
file RC_Beam_2500_Bending.dat exists size=20791
--- RC_Beam_2500_Bending.dat tail start ---
      (3) SINCE THE ESTIMATE IS BASED ON THE ACTIVE DEGREES OF FREEDOM IN THE FIRST ITERATION OF THE 
          CURRENT STEP, THE MEMORY ESTIMATE MIGHT BE SIGNIFICANTLY DIFFERENT THAN ACTUAL USAGE FOR 
          PROBLEMS WITH SUBSTANTIAL CHANGES IN ACTIVE DEGREES OF FREEDOM BETWEEN STEPS (OR EVEN WITHIN
          THE SAME STEP). EXAMPLES ARE: PROBLEMS WITH SIGNIFICANT CONTACT CHANGES, PROBLEMS WITH MODEL
          CHANGE, PROBLEMS WITH BOTH STATIC STEP AND STEADY STATE DYNAMIC PROCEDURES WHERE ACOUSTIC 
          ELEMENTS WILL ONLY BE ACTIVATED IN THE STEADY STATE DYNAMIC STEPS.
      (4) FOR MULTI-PROCESS EXECUTION, THE ESTIMATED VALUE OF FLOATING POINT OPERATIONS FOR EACH PROCESS
          IS BASED ON AN INITIAL SCHEDULING OF OPERATIONS AND MIGHT NOT REFLECT THE ACTUAL FLOATING 
          POINT OPERATIONS COMPLETED ON EACH PROCESS. OPERATIONS ARE DYNAMICALLY BALANCED DURING EXECUTION, 
          SO THE ACTUAL BALANCE OF OPERATIONS BETWEEN PROCESSES IS EXPECTED TO BE BETTER THAN THE ESTIMATE
          PRINTED HERE.
      (5) THE UPPER LIMIT OF MEMORY THAT CAN BE ALLOCATED BY ABAQUS WILL IN GENERAL DEPEND ON THE VALUE OF
          THE "MEMORY" PARAMETER AND THE AMOUNT OF PHYSICAL MEMORY AVAILABLE ON THE MACHINE. PLEASE SEE
          THE "ABAQUS ANALYSIS USER'S MANUAL" FOR MORE DETAILS. THE ACTUAL USAGE OF MEMORY AND OF DISK
          SPACE FOR SCRATCH DATA WILL DEPEND ON THIS UPPER LIMIT AS WELL AS THE MEMORY REQUIRED TO MINIMIZE
          I/O. IF THE MEMORY UPPER LIMIT IS GREATER THAN THE MEMORY REQUIRED TO MINIMIZE I/O, THEN THE ACTUAL
          MEMORY USAGE WILL BE CLOSE TO THE ESTIMATED "MEMORY TO MINIMIZE I/O" VALUE, AND THE SCRATCH DISK
          USAGE WILL BE CLOSE-TO-ZERO; OTHERWISE, THE ACTUAL MEMORY USED WILL BE CLOSE TO THE PREVIOUSLY
          MENTIONED MEMORY LIMIT, AND THE SCRATCH DISK USAGE WILL BE ROUGHLY PROPORTIONAL TO THE DIFFERENCE
          BETWEEN THE ESTIMATED "MEMORY TO MINIMIZE I/O" AND THE MEMORY UPPER LIMIT. HOWEVER ACCURATE
          ESTIMATE OF THE SCRATCH DISK SPACE IS NOT POSSIBLE.
      (6) USING "*RESTART, WRITE" CAN GENERATE A LARGE AMOUNT OF DATA WRITTEN IN THE WORK DIRECTORY.


          THE ANALYSIS IS ENDED BECAUSE OF THE PROBLEMS ENCOUNTERED
          LOOK AT THE MSG FILE FOR THE CAUSE OF THE TERMINATION



                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE



     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.90    
       SYSTEM TIME (SEC)    =     0.20    
       TOTAL CPU TIME (SEC) =      1.1    
       WALLCLOCK TIME (SEC) =            1
--- RC_Beam_2500_Bending.dat tail end ---
file RC_Beam_2500_Bending.sta exists size=711
--- RC_Beam_2500_Bending.sta tail start ---
 Abaqus/Standard 2025                  DATE 24-5\u6708-2026 TIME 11:59:35
 SUMMARY OF JOB INFORMATION:
 STEP  INC ATT SEVERE EQUIL TOTAL  TOTAL      STEP       INC OF       DOF    IF
               DISCON ITERS ITERS  TIME/    TIME/LPF    TIME/LPF    MONITOR RIKS
               ITERS               FREQ
   1     1   1U    0     5     5  0.00       0.00       0.001000  
   1     1   2U    0     7     7  0.00       0.00       0.0002500 
   1     1   3U    0     5     5  0.00       0.00       6.250e-05 
   1     1   4U    0     5     5  0.00       0.00       1.563e-05 
   1     1   5U    0     4     4  0.00       0.00       3.906e-06 
                          
 THE ANALYSIS HAS NOT BEEN COMPLETED
--- RC_Beam_2500_Bending.sta tail end ---
file RC_Beam_2500_Bending.inp exists size=64973
--- RC_Beam_2500_Bending.inp tail start ---
** 
** Name: BC-LeftSupport Type: \u4f4d\u79fb/\u8f6c\u89d2
*Boundary
Set-LeftSupportFace, 1, 1
Set-LeftSupportFace, 2, 2
Set-LeftSupportFace, 3, 3
** Name: BC-RightSupport Type: \u4f4d\u79fb/\u8f6c\u89d2
*Boundary
Set-RightSupportFace, 2, 2
Set-RightSupportFace, 3, 3
** ----------------------------------------------------------------
** 
** STEP: Step-1
** 
*Step, name=Step-1, nlgeom=YES, inc=1000
*Static
0.001, 1., 1e-08, 0.02
** 
** LOADS
** 
** Name: Load-TopDown   Type: Pressure
*Dsload
Surf-TopLoad, P, 0.2
** 
** OUTPUT REQUESTS
** 
*Restart, write, frequency=0
** 
** FIELD OUTPUT: F-Output-1
** 
*Output, field
*Node Output
RF, U
*Element Output, directions=YES
E, PEEQ, S
** 
** HISTORY OUTPUT: H-Output-1
** 
*Output, history, variable=PRESELECT
*End Step
--- RC_Beam_2500_Bending.inp tail end ---
job diagnose end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect rc2500 start
constraints=Embed-Rebar-1,Embed-Rebar-2,Embed-Rebar-3,Embed-Rebar-4,Embed-Stirrup-1,Embed-Stirrup-2,Embed-Stirrup-3,Embed-Stirrup-4,Embed-Stirrup-5,Embed-Stirrup-6,Embed-Stirrup-7,Embed-Stirrup-8,Embed-Stirrup-9,Embed-Stirrup-10,Embed-Stirrup-11,Embed-Stirrup-12,Embed-Stirrup-13
interactions=
part ConcreteBeam2500 cells=1 edges=12 elems=375 nodes=624
 part sections=ConcreteSection
part LongRebar2500 cells=0 edges=1 elems=25 nodes=26
 part sections=RebarSection
part Stirrup2500 cells=0 edges=4 elems=16 nodes=16
 part sections=StirrupSection
material=Concrete
 has_elastic=yes
 has_concreteDamagedPlasticity=yes
material=Steel
 has_elastic=yes
bc=BC-LeftSupport u1=None u2=None u3=None ur1=None ur2=None ur3=None
 bc region inspect fail
bc=BC-RightSupport u1=None u2=None u3=None ur1=None ur2=None ur3=None
 bc region inspect fail
step nlgeom=ON initialInc=0.001 maxNumInc=1000 minInc=1e-08 maxInc=0.02
load=Load-TopDown type=Pressure
 load region inspect fail
inspect rc2500 end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
msg inspect start
file=RC_Beam_2500_Bending.msg size=34652
--- msg tail ---
   INSTANCE: CONCRETEBEAM2500-1                                                              
  CORRESPONDING RESIDUAL FORCE      4.222E-02
 LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        318   DOF  3
   INSTANCE: CONCRETEBEAM2500-1                                                              
 LARGEST CORRECTION TO DISP.       -6.173E-13   AT NODE         24   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
          FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
	UNSYMMETRIC PURE THREAD-BASED DIRECT SPARSE SOLVER RUNNING ON
 	1 HOST x 1 MPI RANK PER HOST x 1 THREAD PER RANK
        NUMBER OF EQUATIONS:  1872
        NUMBER OF RHS:        1
        NUMBER OF FLOPS:      6.069e+07
        SOLVER ELAPSED TIME:  11ms
               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     3
 AVERAGE FORCE                      5.280E-03   TIME AVG. FORCE       5.280E-03
 LARGEST SCALED RESIDUAL FORCE      4.028E-02   AT NODE         25   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
  CORRESPONDING RESIDUAL FORCE      4.028E-02
 LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        313   DOF  3
   INSTANCE: CONCRETEBEAM2500-1                                                              
 LARGEST CORRECTION TO DISP.       -8.202E-13   AT NODE         43   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
          FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
	UNSYMMETRIC PURE THREAD-BASED DIRECT SPARSE SOLVER RUNNING ON
 	1 HOST x 1 MPI RANK PER HOST x 1 THREAD PER RANK
        NUMBER OF EQUATIONS:  1872
        NUMBER OF RHS:        1
        NUMBER OF FLOPS:      6.069e+07
        SOLVER ELAPSED TIME:  11ms
               CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION     4
 AVERAGE FORCE                      5.305E-03   TIME AVG. FORCE       5.305E-03
 LARGEST SCALED RESIDUAL FORCE     -6.333E-02   AT NODE        102   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
  CORRESPONDING RESIDUAL FORCE     -6.333E-02
 LARGEST INCREMENT OF DISP.        -2.263E-07   AT NODE        313   DOF  3
   INSTANCE: CONCRETEBEAM2500-1                                                              
 LARGEST CORRECTION TO DISP.        8.647E-13   AT NODE         25   DOF  1
   INSTANCE: CONCRETEBEAM2500-1                                                              
          FORCE     EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE.
 ***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY.
 ***ERROR: TOO MANY ATTEMPTS MADE FOR THIS INCREMENT
     ANALYSIS SUMMARY:
     TOTAL OF          1  INCREMENTS
                       5  CUTBACKS IN AUTOMATIC INCREMENTATION
                      26  ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT
                      26  PASSES THROUGH THE EQUATION SOLVER OF WHICH 
                      26  INVOLVE MATRIX DECOMPOSITION, INCLUDING
                       0  DECOMPOSITION(S) OF THE MASS MATRIX
                       1  REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
                       0  ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
                       0  ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
                       1  WARNING MESSAGES DURING USER INPUT PROCESSING
                       0  WARNING MESSAGES DURING ANALYSIS
                       0  ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
                       0  ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
                       1  ERROR MESSAGES
     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.90    
       SYSTEM TIME (SEC)    =     0.20    
       TOTAL CPU TIME (SEC) =      1.1    
       WALLCLOCK TIME (SEC) =            1
       MEMORY PEAK (GB)     =            0
--- end msg ---
file=RC_Beam_2500_Bending.dat size=20791
--- dat tail ---
   Abaqus 2025                                  Date 24-5\u6708-2026   Time 11:59:35
   For use by Supplied by Team-SolidSQUAD under license from Dassault Systemes or its subsidiary.
                                                                                               STEP    1  INCREMENT    1
                                                                                          TIME COMPLETED IN THIS STEP   0.00    
                        S T E P       1     S T A T I C   A N A L Y S I S
     AUTOMATIC TIME CONTROL WITH -
          A SUGGESTED INITIAL TIME INCREMENT OF                1.000E-03
          AND A TOTAL TIME PERIOD OF                            1.00    
          THE MINIMUM TIME INCREMENT ALLOWED IS                1.000E-08
          THE MAXIMUM TIME INCREMENT ALLOWED IS                2.000E-02
     LINEAR EQUATION SOLVER TYPE         DIRECT SPARSE
          LARGE DISPLACEMENT THEORY WILL BE USED
          UNSYMMETRIC MATRIX STORAGE AND SOLUTION WILL BE USED
                   M E M O R Y   E S T I M A T E
 PROCESS      FLOATING PT       MINIMUM MEMORY        MEMORY TO
              OPERATIONS           REQUIRED          MINIMIZE I/O
             PER ITERATION           (MB)               (MB)
     1          6.07E+07               18                 30
 NOTE:
      (1) SINCE ABAQUS DOES NOT PRE-ALLOCATE MEMORY AND ONLY ALLOCATES MEMORY AS NEEDED DURING THE ANALYSIS,
          THE MEMORY REQUIREMENT PRINTED HERE CAN ONLY BE VIEWED AS A GENERAL GUIDELINE BASED ON THE BEST
          KNOWLEDGE AVAILABLE AT THE BEGINNING OF A STEP BEFORE THE SOLUTION PROCESS HAS BEGUN.
      (2) THE ESTIMATE IS NORMALLY UPDATED AT THE BEGINNING OF EVERY STEP. IT IS THE MAXIMUM VALUE OF THE
          ESTIMATE FROM THE CURRENT STEP TO THE LAST STEP OF THE ANALYSIS, WITH UNSYMMETRIC SOLUTION TAKEN
          INTO ACCOUNT IF APPLICABLE. 
      (3) SINCE THE ESTIMATE IS BASED ON THE ACTIVE DEGREES OF FREEDOM IN THE FIRST ITERATION OF THE 
          CURRENT STEP, THE MEMORY ESTIMATE MIGHT BE SIGNIFICANTLY DIFFERENT THAN ACTUAL USAGE FOR 
          PROBLEMS WITH SUBSTANTIAL CHANGES IN ACTIVE DEGREES OF FREEDOM BETWEEN STEPS (OR EVEN WITHIN
          THE SAME STEP). EXAMPLES ARE: PROBLEMS WITH SIGNIFICANT CONTACT CHANGES, PROBLEMS WITH MODEL
          CHANGE, PROBLEMS WITH BOTH STATIC STEP AND STEADY STATE DYNAMIC PROCEDURES WHERE ACOUSTIC 
          ELEMENTS WILL ONLY BE ACTIVATED IN THE STEADY STATE DYNAMIC STEPS.
      (4) FOR MULTI-PROCESS EXECUTION, THE ESTIMATED VALUE OF FLOATING POINT OPERATIONS FOR EACH PROCESS
          IS BASED ON AN INITIAL SCHEDULING OF OPERATIONS AND MIGHT NOT REFLECT THE ACTUAL FLOATING 
          POINT OPERATIONS COMPLETED ON EACH PROCESS. OPERATIONS ARE DYNAMICALLY BALANCED DURING EXECUTION, 
          SO THE ACTUAL BALANCE OF OPERATIONS BETWEEN PROCESSES IS EXPECTED TO BE BETTER THAN THE ESTIMATE
          PRINTED HERE.
      (5) THE UPPER LIMIT OF MEMORY THAT CAN BE ALLOCATED BY ABAQUS WILL IN GENERAL DEPEND ON THE VALUE OF
          THE "MEMORY" PARAMETER AND THE AMOUNT OF PHYSICAL MEMORY AVAILABLE ON THE MACHINE. PLEASE SEE
          THE "ABAQUS ANALYSIS USER'S MANUAL" FOR MORE DETAILS. THE ACTUAL USAGE OF MEMORY AND OF DISK
          SPACE FOR SCRATCH DATA WILL DEPEND ON THIS UPPER LIMIT AS WELL AS THE MEMORY REQUIRED TO MINIMIZE
          I/O. IF THE MEMORY UPPER LIMIT IS GREATER THAN THE MEMORY REQUIRED TO MINIMIZE I/O, THEN THE ACTUAL
          MEMORY USAGE WILL BE CLOSE TO THE ESTIMATED "MEMORY TO MINIMIZE I/O" VALUE, AND THE SCRATCH DISK
          USAGE WILL BE CLOSE-TO-ZERO; OTHERWISE, THE ACTUAL MEMORY USED WILL BE CLOSE TO THE PREVIOUSLY
          MENTIONED MEMORY LIMIT, AND THE SCRATCH DISK USAGE WILL BE ROUGHLY PROPORTIONAL TO THE DIFFERENCE
          BETWEEN THE ESTIMATED "MEMORY TO MINIMIZE I/O" AND THE MEMORY UPPER LIMIT. HOWEVER ACCURATE
          ESTIMATE OF THE SCRATCH DISK SPACE IS NOT POSSIBLE.
      (6) USING "*RESTART, WRITE" CAN GENERATE A LARGE AMOUNT OF DATA WRITTEN IN THE WORK DIRECTORY.
          THE ANALYSIS IS ENDED BECAUSE OF THE PROBLEMS ENCOUNTERED
          LOOK AT THE MSG FILE FOR THE CAUSE OF THE TERMINATION
                              ANALYSIS IS ENDED
                              WITH      1 ERROR MESSAGES ON THE MSG FILE
                              AND       1 WARNING MESSAGES ON THE DAT FILE
     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.90    
       SYSTEM TIME (SEC)    =     0.20    
       TOTAL CPU TIME (SEC) =      1.1    
       WALLCLOCK TIME (SEC) =            1
--- end dat ---
file=RC_Beam_2500_Bending.sta size=711
--- sta tail ---
 Abaqus/Standard 2025                  DATE 24-5\u6708-2026 TIME 11:59:35
 SUMMARY OF JOB INFORMATION:
 STEP  INC ATT SEVERE EQUIL TOTAL  TOTAL      STEP       INC OF       DOF    IF
               DISCON ITERS ITERS  TIME/    TIME/LPF    TIME/LPF    MONITOR RIKS
               ITERS               FREQ
   1     1   1U    0     5     5  0.00       0.00       0.001000  
   1     1   2U    0     7     7  0.00       0.00       0.0002500 
   1     1   3U    0     5     5  0.00       0.00       6.250e-05 
   1     1   4U    0     5     5  0.00       0.00       1.563e-05 
   1     1   5U    0     4     4  0.00       0.00       3.906e-06 
 THE ANALYSIS HAS NOT BEEN COMPLETED
--- end sta ---
file=RC_Beam_2500_Bending.log size=769
--- log tail ---
Analysis initiated from SIMULIA established products
Abaqus JOB RC_Beam_2500_Bending
Abaqus 2025
Abaqus License Manager checked out the following licenses:
Abaqus/Standard checked out 5 tokens from Flexnet server south.
<9994 out of 9999 licenses remain available>.
Begin Analysis Input File Processor
2026-05-24 11:59:28
Run pre.exe
2026-05-24 11:59:34
End Analysis Input File Processor
Begin Abaqus/Standard Analysis
2026-05-24 11:59:34
Run standard.exe
2026-05-24 11:59:47
Abaqus Error: Abaqus/Standard Analysis exited with an error - Please see the 
message file for possible error messages if the file exists.
Begin SIM Wrap-up
2026-05-24 11:59:48
Run SMASimUtility.exe
2026-05-24 11:59:48
End SIM Wrap-up
Abaqus/Analysis exited with errors
--- end log ---
msg inspect end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
deep inspect start
mat=Concrete
 elastic=(37200.0, 0.19)
concreteDamagedPlasticity=yes
 first=(40.0, 0.1, 1.16, 0.667, 0.003)
concreteCompressionHardening=no
concreteTensionStiffening=no
plastic=no
mat=Steel
 elastic=(200000000000.0, 0.3)
concreteDamagedPlasticity=no
concreteCompressionHardening=no
concreteTensionStiffening=no
plastic=no
sec=ConcreteSection type=HomogeneousSolidSection
 material=Concrete
sec=ConcreteSolidSection type=HomogeneousSolidSection
 material=Concrete
sec=RebarSection type=TrussSection
 material=Steel
sec=RebarTrussSection type=TrussSection
 material=Steel
sec=SteelSectionSolid type=HomogeneousSolidSection
 material=Steel
sec=StirrupSection type=TrussSection
 material=Steel
sec=StirrupTrussSection type=TrussSection
 material=Steel
bc=BC-LeftSupport type=DisplacementBC
 region=('Set-LeftSupportFace', 'Assembly', 1, 1, 0)
 distributionType=UNIFORM
 fixed=OFF
 localCsys=None
bc=BC-RightSupport type=DisplacementBC
 region=('Set-RightSupportFace', 'Assembly', 1, 1, 0)
 distributionType=UNIFORM
 fixed=OFF
 localCsys=None
load=Load-TopDown type=Pressure
 distributionType=UNIFORM
inst=ConcreteBeam2500-1 nodes=624 elems=375
inst=LongRebar2500-1 nodes=26 elems=25
inst=Stirrup2500-1 nodes=16 elems=16
constraint=Embed-Rebar-1 type=EmbeddedRegion
constraint=Embed-Rebar-2 type=EmbeddedRegion
constraint=Embed-Rebar-3 type=EmbeddedRegion
constraint=Embed-Rebar-4 type=EmbeddedRegion
constraint=Embed-Stirrup-1 type=EmbeddedRegion
constraint=Embed-Stirrup-10 type=EmbeddedRegion
constraint=Embed-Stirrup-11 type=EmbeddedRegion
constraint=Embed-Stirrup-12 type=EmbeddedRegion
constraint=Embed-Stirrup-13 type=EmbeddedRegion
constraint=Embed-Stirrup-2 type=EmbeddedRegion
constraint=Embed-Stirrup-3 type=EmbeddedRegion
constraint=Embed-Stirrup-4 type=EmbeddedRegion
constraint=Embed-Stirrup-5 type=EmbeddedRegion
constraint=Embed-Stirrup-6 type=EmbeddedRegion
constraint=Embed-Stirrup-7 type=EmbeddedRegion
constraint=Embed-Stirrup-8 type=EmbeddedRegion
constraint=Embed-Stirrup-9 type=EmbeddedRegion
deep inspect end
----- End output -----
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

Job RC_Beam_2500_Bending_fix1: Analysis Input File Processor completed successfully.
Job RC_Beam_2500_Bending_fix1: Abaqus/Standard completed successfully.
Job RC_Beam_2500_Bending_fix1 completed successfully. 

MCP: execute_script [OK]
----- Abaqus script output -----
repair and rerun start
steel E fixed to 200000
ConcreteLinear created
section ConcreteSection -> ConcreteLinear
section ConcreteSolidSection -> ConcreteLinear
step updated
job created RC_Beam_2500_Bending_fix1
job status=COMPLETED
result maxU3=-0.59169984
result sumRF3=249999.99780273438
repair and rerun end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
post extract start
job=RC_Beam_2500_Bending_fix1
frames=16
maxU3=-0.59169984
maxUmag=0.591709315776825
RF3_left=155976.43505859375
RF3_right=94023.56274414062
RF3_total=249999.99780273438
maxS_mises=40.4117584228516
viewport updated
post extract end
----- End output -----
MCP: get_model_info [OK]
MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect cdp start
model=RC_Beam_2500
material=Concrete
 elastic E=37200.0 nu=0.19
 cdp=((40.0, 0.1, 1.16, 0.667, 0.003),)
 compHard none
 compDmg none
 tensStiff none
 tensDmg none
 plastic none
material=ConcreteLinear
 elastic E=37200.0 nu=0.19
 cdp none
 compHard none
 compDmg none
 tensStiff none
 tensDmg none
 plastic none
material=Steel
 elastic E=200000.0 nu=0.3
 cdp none
 compHard none
 compDmg none
 tensStiff none
 tensDmg none
 plastic none
section=ConcreteSection type=HomogeneousSolidSection
 section material=ConcreteLinear
section=ConcreteSolidSection type=HomogeneousSolidSection
 section material=ConcreteLinear
section=RebarSection type=TrussSection
 section material=Steel
section=RebarTrussSection type=TrussSection
 section material=Steel
section=SteelSectionSolid type=HomogeneousSolidSection
 section material=Steel
section=StirrupSection type=TrussSection
 section material=Steel
section=StirrupTrussSection type=TrussSection
 section material=Steel
step nlgeom=OFF
step initialInc=0.01 minInc=1e-06 maxInc=0.1 maxNumInc=200
jobs=RC_Beam_2500_Bending,RC_Beam_2500_Bending_fix1,RC_Block_Compression,RC_Block_Compression_v2,RC_Block_Compression_v3,RC_Block_Compression_v4
inspect cdp end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
inspect geom start
bbox fail
sectionAssignments=1
 sa1 section=ConcreteSection
sets=EmbeddedRebars,Face-Back,Face-Bottom,Face-Front,Face-Left,Face-Right,Face-Top,HostConcrete,SET_SteelRebar-1,SET_SteelRebar-2,SET_SteelRebar-3,SET_SteelRebar-4,SET_Stirrup-1,SET_Stirrup-2,SET_Stirrup-3,SET_Stirrup-4,SET_Stirrup-5,SET_Stirrup-6,SET_Stirrup-7,SET_Stirrup-8,SET_Stirrup-9,SET_Stirrup-10,SET_Stirrup-11,Set-LeftSupportFace,Set-RightSupportFace
surfaces=Surf-TopLoad
 surface Surf-TopLoad area=1250000.0 faces=1
load=Load-TopDown type=Pressure
bc=BC-LeftSupport
bc=BC-RightSupport
inspect geom end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
inspect regions start
part bbox low=(0.0, 0.0, 0.0) high=(2500.0, 500.0, 300.0)
part size=(2500.0, 500.0, 300.0)
set=Set-LeftSupportFace nfaces=1 centroids=[((0.0, 250.0, 150.0),)]
set=Set-RightSupportFace nfaces=1 centroids=[((2500.0, 250.0, 150.0),)]
set=Face-Top nfaces=0 centroids=[]
set=Face-Bottom nfaces=0 centroids=[]
set=Face-Left nfaces=0 centroids=[]
set=Face-Right nfaces=0 centroids=[]
loadsurf area=1250000.0 centroids=[((1250.0, 250.0, 300.0),)]
constraint=Embed-Rebar-1 type=EmbeddedRegion
constraint=Embed-Rebar-2 type=EmbeddedRegion
constraint=Embed-Rebar-3 type=EmbeddedRegion
constraint=Embed-Rebar-4 type=EmbeddedRegion
constraint=Embed-Stirrup-1 type=EmbeddedRegion
constraint=Embed-Stirrup-2 type=EmbeddedRegion
constraint=Embed-Stirrup-3 type=EmbeddedRegion
constraint=Embed-Stirrup-4 type=EmbeddedRegion
constraint=Embed-Stirrup-5 type=EmbeddedRegion
constraint=Embed-Stirrup-6 type=EmbeddedRegion
constraint=Embed-Stirrup-7 type=EmbeddedRegion
constraint=Embed-Stirrup-8 type=EmbeddedRegion
constraint=Embed-Stirrup-9 type=EmbeddedRegion
constraint=Embed-Stirrup-10 type=EmbeddedRegion
constraint=Embed-Stirrup-11 type=EmbeddedRegion
constraint=Embed-Stirrup-12 type=EmbeddedRegion
constraint=Embed-Stirrup-13 type=EmbeddedRegion
inspect regions end
----- End output -----
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
repair inspect start
Concrete
ConcreteDamagedPlasticity
DuctileDamageInitiation
FldDamageInitiation
FlsdDamageInitiation
HashinDamageInitiation
HosfordCoulombDamageInitiation
JohnsonCookDamageInitiation
LaRC05DamageInitiation
MaxeDamageInitiation
MaxpeDamageInitiation
MaxpsDamageInitiation
MaxsDamageInitiation
MkDamageInitiation
MsfldDamageInitiation
QuadeDamageInitiation
QuadsDamageInitiation
ShearDamageInitiation
concreteDamagedPlasticity
repair inspect end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
inspect cdp api start
cdp object ok
ConcreteCompressionDamage
ConcreteCompressionHardening
ConcreteTensionDamage
ConcreteTensionStiffening
concreteCompressionDamage
concreteCompressionHardening
concreteTensionDamage
concreteTensionStiffening
inspect cdp api end
----- End output -----
模型 "RC_Beam_2500_CDP" 已创建.
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

MCP: execute_script [OK]
----- Abaqus script output -----
build cdp try2 start
comp hard set
comp dmg set
tens stiff set
tens dmg set
stabilization on
job ready RC_Beam_2500_CDP_try2
job submitted
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
check cdp job start
job status=SUBMITTED
poll 0 SUBMITTED
poll 1 SUBMITTED
poll 2 SUBMITTED
file=RC_Beam_2500_CDP_try2.sta missing
file=RC_Beam_2500_CDP_try2.msg missing
file=RC_Beam_2500_CDP_try2.dat size=19849
file=RC_Beam_2500_CDP_try2.log size=666
file=RC_Beam_2500_CDP_try2.odb size=654372
--- RC_Beam_2500_CDP_try2.dat tail ---
          NUMBER OF NODES IS                                      936
          NUMBER OF NODES DEFINED BY THE USER                     936
          TOTAL NUMBER OF VARIABLES IN THE MODEL                 2808
          (DEGREES OF FREEDOM PLUS MAX NO. OF ANY LAGRANGE MULTIPLIER
           VARIABLES. INCLUDE *PRINT,SOLVE=YES TO GET THE ACTUAL NUMBER.)





          THE PROGRAM HAS DISCOVERED     2 FATAL ERRORS

               ** EXECUTION IS TERMINATED **



                              END OF USER INPUT PROCESSING



     JOB TIME SUMMARY
       USER TIME (SEC)      =     0.20    
       SYSTEM TIME (SEC)    =     0.10    
       TOTAL CPU TIME (SEC) =     0.30    
       WALLCLOCK TIME (SEC) =            1
frames=0
check cdp job end
----- End output -----
MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect cdp start
model=RC_Beam_2500_CDP
material=Concrete
 elastic=((37200.0, 0.19),)
 cdp=((40.0, 0.1, 1.16, 0.667, 0.003),)
 compHard=None
 compDmg=None
 tensStf=None
 tensDmg=None
 plastic=None
material=ConcreteLinear
 elastic=((37200.0, 0.19),)
 cdp=None
 compHard=None
 compDmg=None
 tensStf=None
 tensDmg=None
 plastic=None
material=Steel
 elastic=((200000.0, 0.3),)
 cdp=None
 compHard=None
 compDmg=None
 tensStf=None
 tensDmg=None
 plastic=None
section=ConcreteSection material=Concrete
section=ConcreteSolidSection material=ConcreteLinear
section=RebarSection material=Steel
section=RebarTrussSection material=Steel
section=SteelSectionSolid material=Steel
section=StirrupSection material=Steel
section=StirrupTrussSection material=Steel
step nlgeom=ON init=1e-05 min=1e-10 max=0.005 maxNum=5000
load=Load-TopDown type=Pressure
bc=BC-LeftSupport type=DisplacementBC
bc=BC-RightSupport type=DisplacementBC
constraints=Embed-Rebar-1,Embed-Rebar-2,Embed-Rebar-3,Embed-Rebar-4,Embed-Stirrup-1,Embed-Stirrup-2,Embed-Stirrup-3,Embed-Stirrup-4,Embed-Stirrup-5,Embed-Stirrup-6,Embed-Stirrup-7,Embed-Stirrup-8,Embed-Stirrup-9,Embed-Stirrup-10,Embed-Stirrup-11,Embed-Stirrup-12,Embed-Stirrup-13
part=ConcreteBeam2500 elems=375 nodes=624
part=LongRebar2500 elems=25 nodes=26
part=Stirrup2500 elems=16 nodes=16
inspect cdp end
----- End output -----
Error in job RC_Beam_2500_CDP_try2: DURING THE CONVERSION FROM CRUSHING TO PLASTIC STRAIN Abaqus FOUND NEGATIVE AND/OR DECREASING VALUES OF PLASTIC STRAIN FOR MATERIAL CONCRETE. VERIFY THAT THE DEGRADATION DATA UNDER *CONCRETE COMPRESSION DAMAGE IS CORRECT
Error in job RC_Beam_2500_CDP_try2: DURING THE CONVERSION FROM CRUSHING TO PLASTIC STRAIN Abaqus FOUND NEGATIVE AND/OR DECREASING VALUES OF PLASTIC STRAIN FOR MATERIAL CONCRETE. VERIFY THAT THE DEGRADATION DATA UNDER *CONCRETE COMPRESSION DAMAGE IS CORRECT
Job RC_Beam_2500_CDP_try2: Analysis Input File Processor aborted due to errors.
Error in job RC_Beam_2500_CDP_try2: Analysis Input File Processor exited with an error - Please see the  RC_Beam_2500_CDP_try2.dat file for possible error messages if the file exists.
Job RC_Beam_2500_CDP_try2 aborted due to errors.
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
material=Concrete
elastic=((37200.0, 0.19),)
cdp=((40.0, 0.1, 1.16, 0.667, 0.003),)
compHard=None
compDmg=None
tensStf=None
tensDmg=None
done
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect start
section=ConcreteSection material=Concrete
section=ConcreteSolidSection material=ConcreteLinear
section=RebarSection material=Steel
section=RebarTrussSection material=Steel
section=SteelSectionSolid material=Steel
section=StirrupSection material=Steel
section=StirrupTrussSection material=Steel
steel elastic=((200000.0, 0.3),)
steel plastic=None
nodes=624 elems=375
step nlgeom=ON init=1e-05 min=1e-10 max=0.005 maxNum=5000
load=Load-TopDown type=Pressure
bc=BC-LeftSupport type=DisplacementBC
bc=BC-RightSupport type=DisplacementBC
inspect end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
verify start
material=Concrete
elastic=((37200.0, 0.19),)
concreteDamagedPlasticity=((40.0, 0.1, 1.16, 0.667, 0.003),)
concreteCompressionHardening=None
concreteCompressionDamage=None
concreteTensionStiffening=None
concreteTensionDamage=None
plastic=None
material=ConcreteLinear
elastic=((37200.0, 0.19),)
concreteDamagedPlasticity=None
concreteCompressionHardening=None
concreteCompressionDamage=None
concreteTensionStiffening=None
concreteTensionDamage=None
plastic=None
material=Steel
elastic=((200000.0, 0.3),)
concreteDamagedPlasticity=None
concreteCompressionHardening=None
concreteCompressionDamage=None
concreteTensionStiffening=None
concreteTensionDamage=None
plastic=None
partSection[0]=ConcreteSection
load Load-TopDown detail unavailable
bc BC-LeftSupport detail unavailable
bc BC-RightSupport detail unavailable
verify end
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
detail start
load=Load-TopDown class=Pressure
  distributionType=UNIFORM
  field=
  region detail unavailable
bc=BC-LeftSupport class=DisplacementBC
  region detail unavailable
bc=BC-RightSupport class=DisplacementBC
  region detail unavailable
inst=ConcreteBeam2500-1 nodes=624 elems=375
inst=LongRebar2500-1 nodes=26 elems=25
inst=Stirrup2500-1 nodes=16 elems=16
detail end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

=======================================================
Abaqus MCP Plugin v4.0.0 (File IPC)
=======================================================
Home:   C:\Users\zengweicheng\.abaqus-mcp
Abaqus: False

Start:  mcp_loop()      (blocking, manual listening)
        mcp_start()     (background)
        mcp_coop_loop() (GUI-friendly)
Stop:   mcp_stop()
Status: mcp_status()
=======================================================
Southweition MCP loaded. Run mcp_loop().
Abaqus Warning: Unknown keyword (_sw_bootstrap) in environment file.
Abaqus Warning: Please check spelling of the environment variable names.
                Unknown keyword "keywordname" can be removed using "del keywordname"
                at the end of environment file.

Job RC_Beam_2500_CDP_fix1: Analysis Input File Processor completed successfully.
Job RC_Beam_2500_CDP_fix1: Abaqus/Standard completed successfully.
Job RC_Beam_2500_CDP_fix1 completed successfully. 

MCP: execute_script [OK]
----- Abaqus script output -----
section=ConcreteSection -> Concrete
section=ConcreteSolidSection -> Concrete
step tuned
fieldOutput=F-Output-1
Concrete rebuilt with CDP tables
compHard=6
compDmg=6
tensStf=5
tensDmg=5
steelPlastic=2
submit=RC_Beam_2500_CDP_fix1
status=COMPLETED
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
odb=RC_Beam_2500_CDP_fix1.odb
step=Step-1
frames=518
instances=CONCRETEBEAM2500-1,LONGREBAR2500-1,LONGREBAR2500-2,LONGREBAR2500-3,LONGREBAR2500-4,STIRRUP2500-1,STIRRUP2500-2,STIRRUP2500-3,STIRRUP2500-4,STIRRUP2500-5,STIRRUP2500-6,STIRRUP2500-7,STIRRUP2500-8,STIRRUP2500-9,STIRRUP2500-10,STIRRUP2500-11,STIRRUP2500-12,STIRRUP2500-13
nodeSets= ALL NODES,SET-LEFTSUPPORTFACE,SET-RIGHTSUPPORTFACE
elemSets= ALL ELEMENTS,SET-LEFTSUPPORTFACE,SET-RIGHTSUPPORTFACE
historyRegions=1
HR=Assembly ASSEMBLY
fieldOutputs=AC YIELD,DAMAGEC,DAMAGET,LE,PE,PEEQ,RF,S,U
viewport=DAMAGEC
inspect done
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
history output keys:
HO=ALLAE
HO=ALLCCDW
HO=ALLCCE
HO=ALLCCEN
HO=ALLCCET
HO=ALLCCSD
HO=ALLCCSDN
HO=ALLCCSDT
HO=ALLCD
HO=ALLDMD
HO=ALLDTI
HO=ALLEE
HO=ALLFD
HO=ALLIE
HO=ALLJD
HO=ALLKE
HO=ALLKL
HO=ALLPD
HO=ALLQB
HO=ALLSD
HO=ALLSE
HO=ALLVD
HO=ALLWK
HO=ETOTAL
ALLAE=262977.6875
ALLIE=3005604.25
ALLKE=0.0
ALLPD=2453281.5
ALLSE=251240.140625
ETOTAL=2189.31005859375
frames=518
final_min_U2=-0.23538251
final_max_U2=0.23538251
min_U2_node=331
RF2_left=0.0
RF2_right=0.0
RF2_total=0.0
max_DAMAGEC=0.146186709403992
max_DAMAGET=0.949999988079071
png=RC_Beam_2500_CDP_fix1_DAMAGEC.png
extract done
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
nonzero_RF_nodes=48
sum_RF1_all=1331.3807983398438
sum_RF2_all=0.0
sum_RF3_all=244857.89321899414
RFnode=CONCRETEBEAM2500-1:623 rf=(43898.74,5134.739,24400.918)
RFnode=CONCRETEBEAM2500-1:620 rf=(43898.74,-5134.739,24400.918)
RFnode=CONCRETEBEAM2500-1:622 rf=(41400.47,1179.7465,23160.426)
RFnode=CONCRETEBEAM2500-1:621 rf=(41400.47,-1179.7465,23160.426)
RFnode=CONCRETEBEAM2500-1:624 rf=(34691.926,3483.6233,13375.779)
RFnode=CONCRETEBEAM2500-1:619 rf=(34691.926,-3483.6233,13375.779)
RFnode=CONCRETEBEAM2500-1:605 rf=(-28606.654,-175.864,4422.841)
RFnode=CONCRETEBEAM2500-1:602 rf=(-28606.654,175.864,4422.841)
RFnode=CONCRETEBEAM2500-1:606 rf=(-28086.7,-1516.3984,2423.579)
RFnode=CONCRETEBEAM2500-1:601 rf=(-28086.7,1516.3984,2423.579)
RFnode=CONCRETEBEAM2500-1:612 rf=(-20549.572,-2268.5037,32.074585)
RFnode=CONCRETEBEAM2500-1:607 rf=(-20549.572,2268.5037,32.074585)
RFnode=CONCRETEBEAM2500-1:611 rf=(-22121.945,164.55988,-223.92577)
RFnode=CONCRETEBEAM2500-1:608 rf=(-22121.945,-164.55988,-223.92577)
RFnode=CONCRETEBEAM2500-1:604 rf=(-15341.931,-80.447044,4050.3271)
RFnode=CONCRETEBEAM2500-1:603 rf=(-15341.931,80.447044,4050.3271)
RFnode=CONCRETEBEAM2500-1:5 rf=(0.0,-26.306139,18656.668)
RFnode=CONCRETEBEAM2500-1:2 rf=(0.0,26.306139,18656.668)
RFnode=CONCRETEBEAM2500-1:4 rf=(0.0,620.60565,17399.754)
RFnode=CONCRETEBEAM2500-1:3 rf=(0.0,-620.60565,17399.754)
rf scan done
----- End output -----
MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
inspect odb start
odb=RC_Beam_2500_CDP_fix1.odb
steps=Step-1
inst=CONCRETEBEAM2500-1 nodes=624 x=[0,2500] y=[0,500] z=[0,300]
inst=LONGREBAR2500-1 nodes=26 x=[0,2500] y=[40,40] z=[40,40]
inst=LONGREBAR2500-2 nodes=26 x=[0,2500] y=[40,40] z=[260,260]
inst=LONGREBAR2500-3 nodes=26 x=[0,2500] y=[460,460] z=[40,40]
inst=LONGREBAR2500-4 nodes=26 x=[0,2500] y=[460,460] z=[260,260]
inst=STIRRUP2500-1 nodes=16 x=[100,100] y=[40,460] z=[40,260]
inst=STIRRUP2500-2 nodes=16 x=[300,300] y=[40,460] z=[40,260]
inst=STIRRUP2500-3 nodes=16 x=[500,500] y=[40,460] z=[40,260]
inst=STIRRUP2500-4 nodes=16 x=[700,700] y=[40,460] z=[40,260]
inst=STIRRUP2500-5 nodes=16 x=[900,900] y=[40,460] z=[40,260]
inst=STIRRUP2500-6 nodes=16 x=[1100,1100] y=[40,460] z=[40,260]
inst=STIRRUP2500-7 nodes=16 x=[1300,1300] y=[40,460] z=[40,260]
inst=STIRRUP2500-8 nodes=16 x=[1500,1500] y=[40,460] z=[40,260]
inst=STIRRUP2500-9 nodes=16 x=[1700,1700] y=[40,460] z=[40,260]
inst=STIRRUP2500-10 nodes=16 x=[1900,1900] y=[40,460] z=[40,260]
inst=STIRRUP2500-11 nodes=16 x=[2100,2100] y=[40,460] z=[40,260]
inst=STIRRUP2500-12 nodes=16 x=[2300,2300] y=[40,460] z=[40,260]
inst=STIRRUP2500-13 nodes=16 x=[2400,2400] y=[40,460] z=[40,260]
nodeSets= ALL NODES,SET-LEFTSUPPORTFACE,SET-RIGHTSUPPORTFACE
elementSets= ALL ELEMENTS,SET-LEFTSUPPORTFACE,SET-RIGHTSUPPORTFACE
frames=518
fields=AC YIELD,DAMAGEC,DAMAGET,LE,PE,PEEQ,RF,S,U
sumRF all 1331.38 0 244858
U1=[-1.20873,10.5245] U2=[-0.235383,0.235383] U3=[-25.3406,6.10978e-33]
histRegions=1
hr=Assembly ASSEMBLY
outs=ALLAE,ALLCCDW,ALLCCE,ALLCCEN,ALLCCET,ALLCCSD,ALLCCSDN,ALLCCSDT,ALLCD,ALLDMD,ALLDTI,ALLEE,ALLFD,ALLIE,ALLJD,ALLKE,ALLKL,ALLPD,ALLQB,ALLSD,ALLSE,ALLVD,ALLWK,ETOTAL
inspect odb end
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
open odb
mid node=297
left=24 right=24
csv ok
xy plot ok
overview ok
png ok RC_Beam_2500_CDP_fix1_U3_last
png ok RC_Beam_2500_CDP_fix1_DAMAGET_last
png ok RC_Beam_2500_CDP_fix1_DAMAGEC_last
png ok RC_Beam_2500_CDP_fix1_PEEQ_last
png ok RC_Beam_2500_CDP_fix1_SMises_last
avi ok RC_Beam_2500_CDP_fix1_U3
avi ok RC_Beam_2500_CDP_fix1_DAMAGET
avi ok RC_Beam_2500_CDP_fix1_DAMAGEC
avi ok RC_Beam_2500_CDP_fix1_PEEQ
export dir=E:\temp\RC_Beam_2500_CDP_fix1_export
done
----- End output -----
MCP: get_model_info [OK]
成功中止命令.
>>> mcp_loop()
‘MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
check odb: True
odb name: E:/temp/RC_Beam_2500_CDP_fix1.odb
steps: ['Step-1']
step: Step-1 frames: 518
history regions: 1
 HR: Assembly ASSEMBLY
  outputs: ['ALLAE', 'ALLCCDW', 'ALLCCE', 'ALLCCEN', 'ALLCCET', 'ALLCCSD', 'ALLCCSDN', 'ALLCCSDT', 'ALLCD', 'ALLDMD']
last frame field outputs: ['AC YIELD', 'DAMAGEC', 'DAMAGET', 'LE', 'PE', 'PEEQ', 'RF', 'S', 'U']
done
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
odb: RC_Beam_2500_CDP_fix1.odb
instances: ['CONCRETEBEAM2500-1', 'LONGREBAR2500-1', 'LONGREBAR2500-2', 'LONGREBAR2500-3', 'LONGREBAR2500-4', 'STIRRUP2500-1', 'STIRRUP2500-2', 'STIRRUP2500-3', 'STIRRUP2500-4', 'STIRRUP2500-5', 'STIRRUP2500-6', 'STIRRUP2500-7', 'STIRRUP2500-8', 'STIRRUP2500-9', 'STIRRUP2500-10', 'STIRRUP2500-11', 'STIRRUP2500-12', 'STIRRUP2500-13']
nodeSets: [' ALL NODES', 'SET-LEFTSUPPORTFACE', 'SET-RIGHTSUPPORTFACE']
elementSets: [' ALL ELEMENTS', 'SET-LEFTSUPPORTFACE', 'SET-RIGHTSUPPORTFACE']
frameValue: 1.0
fieldOutputs: ['AC YIELD', 'DAMAGEC', 'DAMAGET', 'LE', 'PE', 'PEEQ', 'RF', 'S', 'U']
NS:  ALL NODES nodes: 624
NS: SET-LEFTSUPPORTFACE nodes: 24
NS: SET-RIGHTSUPPORTFACE nodes: 24
done
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
MCP: execute_script [OK]
----- Abaqus script output -----
csv saved: E:/temp\RC_Beam_2500_CDP_fix1_force_disp_damage_summary.csv
frames: 518
--- key results ---
peak |total RF2| = 3.05176e-05 at frame 435 time 0.845829
  left RF2 = 0 right RF2 = 3.05176e-05 total RF2 = 3.05176e-05
  min U2 = -0.139286 at CONCRETEBEAM2500-1 node 235
  max DAMAGEC = 0.0789385586977005 max DAMAGET = 0.949999988079071
last frame 517 time 1
  left RF2 = 0 right RF2 = 0 total RF2 = 0
  min U2 = -0.235383 at CONCRETEBEAM2500-1 node 331
  max DAMAGEC = 0.146186709403992 max DAMAGET = 0.949999988079071
--- sampled frames ---
fr 0 t=0 RF2tot=0 U2min=0 DC=0.0 DT=0.0
fr 1 t=1e-05 RF2tot=0 U2min=-1.42569e-08 DC=0.0 DT=0.0
fr 10 t=0.0007589 RF2tot=-7.45058e-09 U2min=-5.40051e-06 DC=0.0 DT=0.0
fr 50 t=0.07583 RF2tot=0 U2min=-0.000646245 DC=0.0 DT=0.0
fr 100 t=0.1758 RF2tot=-2.86102e-06 U2min=-0.00149991 DC=0.0 DT=0.0
fr 200 t=0.3758 RF2tot=0 U2min=-0.00320717 DC=0.0 DT=0.0
fr 300 t=0.5758 RF2tot=0 U2min=-0.00754798 DC=0.0 DT=0.188350975513458
fr 400 t=0.7758 RF2tot=0 U2min=-0.0320962 DC=0.0182279441505671 DT=0.949999988079071
fr 500 t=0.9668 RF2tot=0 U2min=-0.187687 DC=0.136251091957092 DT=0.949999988079071
fr 517 t=1 RF2tot=0 U2min=-0.235383 DC=0.146186709403992 DT=0.949999988079071
done
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
frame time leftRF(1,2,3) rightRF(1,2,3) rightU2(avg,min,max)
0 0 L n=24 (0, 0, 0) R n=24 (0, 0, 0) U2 n=24 (0, 0, 0)
100 0.175829 L n=24 (0.0405273, 0, 27411) R n=24 (0, -2.86102e-06, 16522.5) U2 n=24 (1.72688e-36, -5.12982e-35, 5.14994e-35)
300 0.575829 L n=24 (8.70508, 0, 88340.6) R n=24 (0, 0, 55553.5) U2 n=24 (4.75671e-36, -1.72999e-34, 1.73473e-34)
400 0.775829 L n=24 (215.438, 0, 109111) R n=24 (0, 0, 84064.5) U2 n=24 (1.11321e-35, -3.01514e-34, 2.51048e-34)
435 0.845829 L n=24 (965.271, 0, 123446) R n=24 (0, 3.05176e-05, 84581.1) U2 n=24 (-8.17143e-35, -9.35128e-34, 4.02774e-34)
500 0.966788 L n=24 (1360.53, 0, 143053) R n=24 (0, 0, 93562) U2 n=24 (-7.651e-34, -4.69891e-33, 2.6598e-33)
517 1 L n=24 (1331.38, 0, 148085) R n=24 (0, 0, 96772.5) U2 n=24 (-5.89922e-34, -2.37103e-33, 1.36535e-33)
last frame global RF extrema
RF1 min=-28606.7 at ('CONCRETEBEAM2500-1', 602) max=43898.7 at ('CONCRETEBEAM2500-1', 620)
RF2 min=-5657.92 at ('CONCRETEBEAM2500-1', 614) max=5657.92 at ('CONCRETEBEAM2500-1', 617)
RF3 min=-9666.55 at ('CONCRETEBEAM2500-1', 20) max=24400.9 at ('CONCRETEBEAM2500-1', 620)
done
----- End output -----
MCP: execute_script [OK]
----- Abaqus script output -----
model loads:
 load: Load-TopDown type: Pressure
   distributionType = UNIFORM
   field = 
   region = ('Surf-TopLoad', 'Assembly', 1, 9, 0)
csv saved: E:/temp\RC_Beam_2500_CDP_fix1_R3_U3_damage_summary.csv
peak total RF3 = 244858 at frame 517 time 1
 leftRF3=148085 rightRF3=96772.5 minU3=-25.3406 at CONCRETEBEAM2500-1 node 271 DC=0.146186709403992 DT=0.949999988079071
last total RF3 = 244858 at frame 517 time 1
 leftRF3=148085 rightRF3=96772.5 minU3=-25.3406 at CONCRETEBEAM2500-1 node 271 DC=0.146186709403992 DT=0.949999988079071
fr 0 t=0 RF3tot=0 U3min=0 DC=0.0 DT=0.0
fr 100 t=0.1758 RF3tot=43933.5 U3min=-0.10396 DC=0.0 DT=0.0
fr 200 t=0.3758 RF3tot=93932.4 U3min=-0.222294 DC=0.0 DT=0.0
fr 300 t=0.5758 RF3tot=143894 U3min=-0.373895 DC=0.0 DT=0.188350975513458
fr 400 t=0.7758 RF3tot=193175 U3min=-1.40973 DC=0.0182279441505671 DT=0.949999988079071
fr 435 t=0.8458 RF3tot=208027 U3min=-6.05173 DC=0.0789385586977005 DT=0.949999988079071
fr 500 t=0.9668 RF3tot=236615 U3min=-20.7429 DC=0.136251091957092 DT=0.949999988079071
fr 517 t=1 RF3tot=244858 U3min=-25.3406 DC=0.146186709403992 DT=0.949999988079071
done
----- End output -----
MCP: get_model_info [OK]
MCP: execute_script [FAIL]
MCP: execute_script [FAIL]
MCP: execute_script [OK]
----- Abaqus script output -----
odb opened: RC_Beam_2500_CDP_fix1.odb
step: Step-1 last frame: 517
steel instances found: 17
display group applied: 1
variable: S Mises
----- End output -----
成功中止命令.
>>> mcp_loop()
MCP: Listening for commands...
MCP: To stop, run in PowerShell:
     echo $null > "$env:USERPROFILE\.abaqus-mcp\stop.flag"

MCP: get_model_info [OK]
成功中止命令.
>>> 