Hi, I have made an analysis where I have a reentrant corner :
View attachment 2308
I used only shells for this model and here are some results I have got :
View attachment 2309
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<?:namespace prefix = v ns = "urn:schemas-microsoft-com:vml" />because of the reentrant corner, the VM stress doesn t converge. I understand that the result cannot be trusted but how should I do to get a good model ?</v:shape>
</v:shape>Which conclusion can be made with such a model ?
- does it mean that I should not use Shells for this model ?
- Is it possible to have the same kind of problems while using solids ?
- What are the solutions in order to do a correct analysis ?
Thanks for your help
View attachment 2308
I used only shells for this model and here are some results I have got :
View attachment 2309
View attachment 2310
<?:namespace prefix = v ns = "urn:schemas-microsoft-com:vml" />because of the reentrant corner, the VM stress doesn t converge. I understand that the result cannot be trusted but how should I do to get a good model ?</v:shape>
</v:shape>Which conclusion can be made with such a model ?
- does it mean that I should not use Shells for this model ?
- Is it possible to have the same kind of problems while using solids ?
- What are the solutions in order to do a correct analysis ?
Thanks for your help