Hi all,
I have a question about the pressure load in FEMAP.
If you have pipe with 90 degrees bend at some areas, the force will be greater on one section which produces high bending stresses at pipe connection parts. The model can be seen in this thread: Link
Do you have any tips how I can apply pressure load correctly because in the reality this is a closed system and it should not be like the result showed.
I have a question about the pressure load in FEMAP.
If you have pipe with 90 degrees bend at some areas, the force will be greater on one section which produces high bending stresses at pipe connection parts. The model can be seen in this thread: Link
Do you have any tips how I can apply pressure load correctly because in the reality this is a closed system and it should not be like the result showed.