On assumed shear strain in finite rotation shell analysis
Adnan Ibrahimbegović
(Department of Civil
Engineering, Swiss Federal Institute of Technology at Lausanne, EPFL, DGC,
LSC, CH–1015 Lausanne, Switzerland)
103
Abstract
Implementation details of the assumed shear strain method in a novel finite rotation shell theory are discussed. Careful considerations of the pertinent aspects of the Newton solution procedure are given. The latter results in a very robust performance of the presented 4–node shell element in some challenging finite rotation problems.
Keywords
Citation
Ibrahimbegović, A. (1995), "On assumed shear strain in finite rotation shell analysis", Engineering Computations, Vol. 12 No. 5, pp. 425-438. https://doi.org/10.1108/02644409510799677
Publisher
:MCB UP Ltd
Copyright © 1995, MCB UP Limited