I am doing a small analysis on a curved plate (like a pipe cut off in radial direction) designed to resist impact loads, but I have been unable to find the stiffness for such an element.
It is welded to support beams in one.
Thanks for the replies, I suppose you`re right. Actually our piping-guys already use Triflex at my company, personally I am fresh out of school without any experience with the different softwares.
Though, when I searched for 'Triflex' on these forums I got no hits, as opposed to for 'Cesaer'...
