stav1987
Structural
- Mar 14, 2011
- 7
I have just carried out some analyses on thin plates under a centred point load on both elastic shell 63 and plastic shell 43. The output from ANSYS showed that the VMS for elastic 63 > VMS plastic all other variables remaining unchanged.
Does anyone know how to justify this?
Thanks for any help Stavros
Does anyone know how to justify this?
Thanks for any help Stavros