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November 14, 2016, 10:20
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Commands (APDL)
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New Member
Olivier Carrière
Join Date: Nov 2016
Posts: 2
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Hi everyone,
I'm doing a harmonic analysis on a system using the full method of resolution. As always i use the cyclic symmetry but this time, my load is a non-cyclic force. As far as I understood, i have to use a commands (APDL) where i should write this : CYCOPT,LDSECT,1 !because my force has to be only on the first sector SFL, ALL, PRESS, 10000 !to have a pressure on all my sector. As i run the project, i don't get any deformation as if there were no load .... Does anyone know what i'm doing wrong ? Thank you in advance ! 
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| macro, mapdl, non cyclic load |
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