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October 18, 2021 at 9:17 pm
Amirmkr
SubscriberConsidering the following macro that is a static problem:
/PREP7Â Â
ET,1,BEAM188
MPTEMP,,,,,,,, Â
MPTEMP,1,0Â Â
MPDATA,EX,1,,2.068e11Â Â
MPDATA,PRXY,1,,0.3Â Â
SECTYPE,  1, BEAM, CTUBE, , 0 Â
SECOFFSET, CENTÂ
SECDATA,0.055,0.065,4,0,0,0,0,0,0,0,0,0Â
K, ,0,0,0, Â
K, ,0.8,0.125,0,
K, ,1.25,0.3,0,Â
LSTR,    1,    2 Â
LSTR,    2,    3 Â
LESIZE,ALL, , ,10, ,1, , ,1,
FLST,2,2,4,ORDE,2Â Â
FITEM,2,1Â Â
FITEM,2,-2Â Â
LMESH,P51XÂ Â
FINISHÂ Â
/SOL
ANTYPE,0
FLST,2,1,3,ORDE,1Â Â
FITEM,2,1Â Â
/GOÂ
DK,P51X, ,0, ,0,UX,UY,UZ,ROTX,ROTY, , Â
NSEL,S, , ,   12Â
DSYM,SYMM,Y, , Â
FLST,2,1,3,ORDE,1Â Â
FITEM,2,3Â Â
/GOÂ
FK,P51X,FX,-5000
ALLSEL,ALLÂ Â
/STATUS,SOLU
SOLVEÂ Â
When I want to plot the stress plots, it just gives the deformed geometry, all in red color. Why is that?
October 19, 2021 at 8:43 amErik Kostson
Ansys Employee
Stress results in beam elements are typically on the cross section so we need to show that cross section in our window - to do that issue
/ESHAPE,1
Then do
set,last,last
plnsol,s,eqv ! VM stress
See eshape command in help for more info.
All the best
Erik
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October 27, 2023 at 1:57 am
October 19, 2021 at 11:15 pmAmirmkr
SubscriberThanks a lot Erik, that solved the problem, but why does the problem in the following link not need such procedure on cross section for stress plot?
https://www.youtube.com/watch?v=1dvEmK6To7M
Viewing 2 reply threads- The topic ‘Why does the solved problem not give the stress contour plots?’ is closed to new replies.
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