TRY1.inp
2007-03-10 下载：1
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大小：2.08KB
我分析的问题是混凝土结构化学植筋，写了好久的inp文件，终于可以算了，但是却没有结果，不知道是不是思路有问题，还是分析不收敛，高手们帮我看看吧！
节选段落一：
*HEADING
**JOB NAME:ANCHOR GROUP REBAR DIAMETER=18 SAPCE=8D DEPTH=15D
*PREPRINT,ECHO=YES,HISTORY=YES,MODEL=YES
**RESTART,WRITE,FREQ=1
**FILE FORMATE,ZERO INCREMENT
**UNIT,KN,METER
**==========混凝土建模===========
*PART,NAME=CONCRETE
*NODE
1,0.,0.,0.
21,1.,0.,0.
421,0.,1.,0.
441,1.,1.,0.
10001,0节选段落二：
*END INSTANCE
*INSTANCE,NAME=REBAR-1,PART=REBAR
0.356,0.5,0.23
*END INSTANCE
*EMBEDDED ELEMENT,HOST ELSET=CONCRETE-1.EALL
REBAR-1.REBARALL
*END ASSEMBLY
**===========材料性质==============
*MATERIAL,NAME=M-1
*ELASTIC
3.0E10,0.2
*CONCRETE DAMAGED PLASTICITY
38.0
*CONCRETE COMPRESSION HARDENING节选段落三：
*CLOAD
REBAR-1.NL,3,100000
*NODE PRINT
U,
CF,
RF,
*NODE FILE,NSET=REBAR-1.NL
U,
CF,
RF,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=REBAR-1.NL
U,
CF,
RF,
*END STEP
*HEADING
**JOB NAME:ANCHOR GROUP REBAR DIAMETER=18 SAPCE=8D DEPTH=15D
*PREPRINT,ECHO=YES,HISTORY=YES,MODEL=YES
**RESTART,WRITE,FREQ=1
**FILE FORMATE,ZERO INCREMENT
**UNIT,KN,METER
**==========混凝土建模===========
*PART,NAME=CONCRETE
*NODE
1,0.,0.,0.
21,1.,0.,0.
421,0.,1.,0.
441,1.,1.,0.
10001,0节选段落二：
*END INSTANCE
*INSTANCE,NAME=REBAR-1,PART=REBAR
0.356,0.5,0.23
*END INSTANCE
*EMBEDDED ELEMENT,HOST ELSET=CONCRETE-1.EALL
REBAR-1.REBARALL
*END ASSEMBLY
**===========材料性质==============
*MATERIAL,NAME=M-1
*ELASTIC
3.0E10,0.2
*CONCRETE DAMAGED PLASTICITY
38.0
*CONCRETE COMPRESSION HARDENING节选段落三：
*CLOAD
REBAR-1.NL,3,100000
*NODE PRINT
U,
CF,
RF,
*NODE FILE,NSET=REBAR-1.NL
U,
CF,
RF,
*OUTPUT,FIELD
*NODE OUTPUT,NSET=REBAR-1.NL
U,
CF,
RF,
*END STEP
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