Abstract
A simple finite element formulation is presented to aid study of the post-buckling behaviour of moderately thick circular plates with cylindrically orthotropic material properties. Linear critical loads and ratios of nonlinear radial loads to linear critical loads are given for various values of the parameters involved.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
