Abstract
A finite element capab?lity is described for the geometrically nonlinear analysis of arbitrarily curved sandwich panels with thick dissimilar faces. Each layer may have orthotropic properties of its own and may deform locally. Examples of bending and buckling problems are solved which illustrate the effectiveness of the proposed technique.
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
