but normally they should be added (these conditions of axisymmetry) because it is a problem of axisymmetry also for the choice of type of elements must be chosen with axisymmetric stress.
hi
thanks for your response but i did not really understand what do you mean that i must not use constraint his is my example to more understand it
In the line whre i have R=0 Iapplied XSYM
In the other lines i imposed encastre
thanks for your hellp
hi
i would like to modelize an axissymetric model i don't know what to impose in the boundary conditions ?
in the load module i choose :
1-symm/antisymm/encast
2-XSYMM
that is true what i am doing or not
thanks a lot