Abstract
This paper deals with the linear elastic behavior of thick circular plates on Winkler type elastic foundations with both compressional and tangential resistances. The finite element method with different isoparametric thick plate and brick finite elements are used to solve problems, which were previously solved by the finite difference method. Good agreement was noticed between the different methods
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
