Finite element analysis of plate systems: 2. Geometric and material non‐linear behaviour
I. Vayas
(Fokionos Negri 29, Athens 807, Greece)
60
Abstract
During the 1970s 4 steel bridges in Australia, England, Austria and Germany, failed due to the buckling of their compressed plates. As a result of these failures much research, both theoretical and experimental, has been initiated.
Citation
Vayas, I. (1984), "Finite element analysis of plate systems: 2. Geometric and material non‐linear behaviour", Engineering Computations, Vol. 1 No. 4, pp. 329-335. https://doi.org/10.1108/eb023588
Publisher
:MCB UP Ltd
Copyright © 1984, MCB UP Limited