Thanks for replying. I don’t think he meant that. Irrespective of which component of through wall stress is linearized, he said it‘s not the same as the cross section stresses resulting from internal pressure and bending moments.
Hi,
I have a cylinder model where I calculated the axial stress distribution over the cylinder wall using FE analysis and now need to convert these stresses into membrane and bending stresses acting over the cross section. I did linearize the through wall stresses to obtain the membrane and...
Hi,
I have a cylinder model where I calculated the axial stress distribution over the cylinder wall using FE analysis and now need to convert these stresses into membrane and bending stresses acting over the cross section. I did linearize the through wall stresses to obtain the membrane and...
Hi Guys,
This is my first post on the forum. I am currently working on a contact analysis problem. I meshed my part in Hypermesh and imported the input file into Abaqus with the required node sets for further analysis. I can't import the .iges file into Abaqus due to a lot of errors. Hence, I...
