-
-
June 25, 2018 at 8:39 am
PHATTAKORN
SubscriberDear community,
Â
I have two problems about this program
1. How to fix the problem of Mechanical APDL Product Launcher (BATCH) when I run loop process in Loadstep. During the running of LARGE DISPLACEMENT ANALYSIS and it has UNCONVERGENT and then the program is stop working and it show about this
I add some code and attach file code Name: CODE1 and start at LN481.
ALLSEL,ALL
ANTYPE,STATIC,NEW
PSTRES,ON
NLGEOM,ONÂ Â
SSTIF,ON
NCNV,2
PT_LD_JOINT1=(NJOINT-1)/2+1
loadsteps=120
*DO,L111,1,loadsteps,1
         *IF,L111,LT,7,THEN
              F,CHORD_NODE_NUM1(PT_LD_JOINT1,2),FY,-0.1*PCRMODEL%II%*L111
         *ELSEIF,L111,LT,11,THEN
              F,CHORD_NODE_NUM1(PT_LD_JOINT1,2),FY,- (0.6*PCRMODEL%II%+0.05*PCRMODEL%II%*(L111-6))
         *ELSEIF,L111,LT,21,THEN
               F,CHORD_NODE_NUM1(PT_LD_JOINT1,2),FY,-(0.8*PCRMODEL%II%+0.01*PCRMODEL%II%*(L111-10))
         *ELSEIF,L111,GT,20,THEN
               F,CHORD_NODE_NUM1(PT_LD_JOINT1,2),FY,-(0.9*PCRMODEL%II%+0.005*PCRMODEL%II%*(L111-20))
         *ENDIF
LSWRITE,L111
*ENDDO
LSSOLVE,1,loadsteps,1
2. If I want NODE1 that is support move to direction UY. It have distance equal NODE2 when Loadstep running every STEP on LARGE Displacement Analysis. How I can do and what I need to using command ?
I attached file Name CODE1 for LARGE Displacement Analysis start at LN481.
Â
Thank you very much for your help.
Â
-
- The topic ‘I have some problem about command in Ansys APDL program.’ is closed to new replies.
- At least one body has been found to have only 1 element in at least 2 directions
- Script Error Code:800a000d
- Elastic limit load, Elastic-plastic limit load
- Element has excessive thickness change, distortion, is turning inside out
- Image to file in Mechanical is bugged and does not show text
- Help to do quasistatic analysis in static structural module
-
1912
-
817
-
599
-
591
-
366
© 2025 Copyright ANSYS, Inc. All rights reserved.