三维桩土计算初始地应力计算无法进行

house

*
* Command file created from session file information stored within AUI database
*
*--- Database created 10 July 2006, 00:00:00 ---*
*--- by ADINA: AUI version 8.1.0 ---*
*
DATABASE NEW SAVE=NO PROMPT=NO
FEPROGRAM ADINA
CONTROL FILEVERSION=V81
*
BODY BLOCK NAME=1 OPTION=CENTERED POSITION=VECTOR ORIENTAT=SYSTEM,
     CX1=-5.00000000000000 CX2=-5.00000000000000,
     CX3=-5.00000000000000 SYSTEM=0 DX1=10.0000000000000,
     DX2=10.0000000000000 DX3=10.0000000000000
*
BODY CYLINDER NAME=2 OPTION=CENTERED POSITION=VECTOR ORIENTAT=SYSTEM,
     CX1=-5.00000000000000 CX2=-5.00000000000000,
     CX3=-5.00000000000000 SYSTEM=0 AXIS=ZL RADIUS=2.00000000000000,
     LENGTH=10.0000000000000 SHEET=NO
*
BODY MERGE NAME=1 KEEP-TOO=YES
@CLEAR
2
@
*
FIXITY NAME=XF
@CLEAR
'X-TRANSLATION'
'X-ROTATION'
'Y-ROTATION'
'Z-ROTATION'
'OVALIZATION'
@
*
FIXITY NAME=YF
@CLEAR
'Y-TRANSLATION'
'X-ROTATION'
'Y-ROTATION'
'Z-ROTATION'
'OVALIZATION'
@
*
FIXITY NAME=ZF
@CLEAR
'Z-TRANSLATION'
'X-ROTATION'
'Y-ROTATION'
'Z-ROTATION'
'OVALIZATION'
@
*
FIXBOUNDARY FACES FIXITY=ALL BODY=2
@CLEAR
3  'ZF'
@
*
MATERIAL MOHR-COULOMB NAME=1 E=2000000.00000000 NU=0.200000000000000,
     PHI=35.0000000000000 PSI=0.00000000000000 COH=100000.000000000,
     TCUT=1.00000000000000E+10 DENSITY=10000.0000000000 DILATION=NO,
     MDESCRIP='NONE'
*
EGROUP THREEDSOLID NAME=1 DISPLACE=DEFAULT STRAINS=DEFAULT MATERIAL=1,
     RSINT=DEFAULT TINT=DEFAULT RESULTS=STRESSES DEGEN=NO FORMULAT=0,
     STRESSRE=GLOBAL INITIALS=NONE FRACTUR=NO CMASS=DEFAULT,
     STRAIN-F=0 UL-FORMU=DEFAULT LVUS1=0 LVUS2=0 SED=NO RUPTURE=ADINA,
     INCOMPAT=DEFAULT TIME-OFF=0.00000000000000 POROUS=NO,
     WTMC=1.00000000000000 OPTION=NONE DESCRIPT='NONE'
*--- Database saved 10 July 2006, 00:00:00 ---*
*--- Database opened 10 July 2006, 00:00:00 ---*
*
FIXBOUNDARY FACES FIXITY=ALL BODY=1
@CLEAR
2  'YF'
3  'XF'
4  'YF'
5  'ZF'
6  'XF'
@
*
LOAD MASS-PROPORTIONAL NAME=1 MAGNITUD=9.80000000000000,
     AX=0.00000000000000 AY=0.00000000000000 AZ=-1.00000000000000,
     INTERPRE=BODY-FORCE
*
APPLY-LOAD BODY=1
@CLEAR
1  'MASS-PROPORTIONAL' 1  'MODEL' 0 0 1 0.00000000000000 0 -1 0 0 0  ,
'NO' 0.00000000000000 0.00000000000000 1 0
@
*
APPLY-LOAD BODY=1
@CLEAR
1  'MASS-PROPORTIONAL' 1  'MODEL' 0 0 1 0.00000000000000 0 -1 0 0 0  ,
'NO' 0.00000000000000 0.00000000000000 1 0
@
*--- Database saved 10 July 2006, 00:00:00 ---*
*
SUBDIVIDE BODY NAME=1 MODE=LENGTH SIZE=1.00000000000000
@CLEAR
1
@
*
SUBDIVIDE BODY NAME=2 MODE=LENGTH SIZE=1.00000000000000
@CLEAR
2
@
*
BODY SUBTRACT NAME=1 KEEP-TOO=YES KEEP-IMP=NO
@CLEAR
2
@
*
SUBDIVIDE BODY NAME=1 MODE=LENGTH SIZE=1.00000000000000
@CLEAR
1
@
*
GBODY NODES=8 NCOINCID=BOUNDARIES NCTOLERA=1.00000000000000E-05,
     SUBSTRUC=0 GROUP=1 PREFSHAP=AUTOMATIC COLLAPSE=NO SIZE-FUN=0,
     DELETE-S=NO ANGLE-MI=5.00000000000000 MIDNODES=CURVED,
     METHOD=DELAUNAY PATTERN=0 MESHING=FREE-FORM DEGENERA=YES,
     BOUNDARY=ADVFRONT DEG-EDGE=0 GEO-ERRO=0.00000000000000,
     SAMPLING=20 MIN-SIZE=0.00000000000000 NLAYER=1 NLTABL=0,
     AUTO-GRA=NO SIMULATE=NO PYRAMIDS=NO DANGMAXB=80.0000000000000,
     DANGMAXC=60.0000000000000 DANGMAXD=80.0000000000000
@CLEAR
1 0
@
*
GBODY NODES=8 NCOINCID=BOUNDARIES NCTOLERA=1.00000000000000E-05,
     SUBSTRUC=0 GROUP=1 PREFSHAP=AUTOMATIC COLLAPSE=NO SIZE-FUN=0,
     DELETE-S=NO ANGLE-MI=5.00000000000000 MIDNODES=CURVED,
     METHOD=DELAUNAY PATTERN=0 MESHING=FREE-FORM DEGENERA=YES,
     BOUNDARY=ADVFRONT DEG-EDGE=0 GEO-ERRO=0.00000000000000,
     SAMPLING=20 MIN-SIZE=0.00000000000000 NLAYER=1 NLTABL=0,
     AUTO-GRA=NO SIMULATE=NO PYRAMIDS=NO DANGMAXB=80.0000000000000,
     DANGMAXC=60.0000000000000 DANGMAXD=80.0000000000000
@CLEAR
2 0
@
*
GBODY NODES=8 NCOINCID=BOUNDARIES NCTOLERA=1.00000000000000E-05,
     SUBSTRUC=0 GROUP=1 PREFSHAP=AUTOMATIC COLLAPSE=NO SIZE-FUN=0,
     DELETE-S=NO ANGLE-MI=5.00000000000000 MIDNODES=CURVED,
     METHOD=DELAUNAY PATTERN=0 MESHING=FREE-FORM DEGENERA=YES,
     BOUNDARY=ADVFRONT DEG-EDGE=0 GEO-ERRO=0.00000000000000,
     SAMPLING=20 MIN-SIZE=0.00000000000000 NLAYER=1 NLTABL=0,
     AUTO-GRA=NO SIMULATE=NO PYRAMIDS=NO DANGMAXB=80.0000000000000,
     DANGMAXC=60.0000000000000 DANGMAXD=80.0000000000000
@CLEAR
@
****
*** ADINA OPTIMIZE=SOLVER FILE='E:\practice\adina\pileexperiment\pile.dat',
***      FIXBOUND=YES MIDNODE=NO OVERWRIT=YES
*
EGROUP THREEDSOLID NAME=2 DISPLACE=DEFAULT STRAINS=DEFAULT MATERIAL=1,
     RSINT=DEFAULT TINT=DEFAULT RESULTS=STRESSES DEGEN=NO FORMULAT=0,
     STRESSRE=GLOBAL INITIALS=NONE FRACTUR=NO CMASS=DEFAULT,
     STRAIN-F=0 UL-FORMU=DEFAULT LVUS1=0 LVUS2=0 SED=NO RUPTURE=ADINA,
     INCOMPAT=DEFAULT TIME-OFF=0.00000000000000 POROUS=NO,
     WTMC=1.00000000000000 OPTION=NONE DESCRIPT='NONE'
*
ELDELETE EDGE GROUP=2 SUBSTRUC=0 NODE-DEL=YES BODY=2
@CLEAR
@
*
ELDELETE BODY GROUP=2 SUBSTRUC=0 NODE-DEL=YES
@CLEAR
2
@
*
ELDELETE BODY GROUP=1 SUBSTRUC=0 NODE-DEL=YES
@CLEAR
2
@
*
GBODY NODES=8 NCOINCID=BOUNDARIES NCTOLERA=1.00000000000000E-05,
     SUBSTRUC=0 GROUP=2 PREFSHAP=AUTOMATIC COLLAPSE=NO SIZE-FUN=0,
     DELETE-S=NO ANGLE-MI=5.00000000000000 MIDNODES=CURVED,
     METHOD=DELAUNAY PATTERN=0 MESHING=FREE-FORM DEGENERA=YES,
     BOUNDARY=ADVFRONT DEG-EDGE=0 GEO-ERRO=0.00000000000000,
     SAMPLING=20 MIN-SIZE=0.00000000000000 NLAYER=1 NLTABL=0,
     AUTO-GRA=NO SIMULATE=NO PYRAMIDS=NO DANGMAXB=80.0000000000000,
     DANGMAXC=60.0000000000000 DANGMAXD=80.0000000000000
@CLEAR
2 0
@
*
GBODY NODES=8 NCOINCID=BOUNDARIES NCTOLERA=1.00000000000000E-05,
     SUBSTRUC=0 GROUP=2 PREFSHAP=AUTOMATIC COLLAPSE=NO SIZE-FUN=0,
     DELETE-S=NO ANGLE-MI=5.00000000000000 MIDNODES=CURVED,
     METHOD=DELAUNAY PATTERN=0 MESHING=FREE-FORM DEGENERA=YES,
     BOUNDARY=ADVFRONT DEG-EDGE=0 GEO-ERRO=0.00000000000000,
     SAMPLING=20 MIN-SIZE=0.00000000000000 NLAYER=1 NLTABL=0,
     AUTO-GRA=NO SIMULATE=NO PYRAMIDS=NO DANGMAXB=80.0000000000000,
     DANGMAXC=60.0000000000000 DANGMAXD=80.0000000000000
@CLEAR
@
****
*** ADINA OPTIMIZE=SOLVER FILE='E:\practice\adina\pileexperiment\pile.dat',
***      FIXBOUND=YES MIDNODE=NO OVERWRIT=YES

武汉游侠

命令流最好作为附件上传
这样把命令贴上的话会有一些广告垃圾在上面致使命令流不能运行

[ 本帖最后由 武汉游侠 于 2007-8-27 15:59 编辑 ]

keno

想问一下，adina做3帷桩土接触分析的例子哪里有啊？

nutrioun

你的约束条件是不是又问题啊？
不用计算地应力也行啊。