STABILITY OF ASYMMETRICALLY BUILT AND LOADED MULTI-LAYERED RECTANGULAR SANDWICH-TYPE PLATES (FEM SOLUTIONS)
Abstract
The present report gives a review on the formulation of the mechanical/mathematical models of the stability of asymmetrically built and loaded rectangular multi-layered sandwich-type plates with (constructionally) orthotropic hard and transversally isotropic soft layers. The corresponding governing equations, boundary conditions and method of numerical (FEM) solution are given. The report shows the stability and post-buckling behaviour of asymmetrically compressed five-layered rectangular plate with Navier-type boundary conditions.
Keywords:
stability, post-buckling, asymmetric sandwich plate, finite element, methodHow to Cite
Pomázi, L., Uj, J. “STABILITY OF ASYMMETRICALLY BUILT AND LOADED MULTI-LAYERED RECTANGULAR SANDWICH-TYPE PLATES (FEM SOLUTIONS)”, Periodica Polytechnica Mechanical Engineering, 44(1), pp. 127–138, 2000.
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