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Old   November 14, 2016, 10:20
Question Commands (APDL)
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Olivier Carrière
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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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