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Elasto‐viscoplastic analysis of anisotropic laminated plates and shells

D.R.J. Owen (Department of Civil Engineering, University College of Swansea, Singleton Park, Swansea SA2 8PP, UK)
Guo Qiang Liu (Department of Civil Engineering, University College of Swansea, Singleton Park, Swansea SA2 8PP, UK Permanent address: Department of Civil Engineering, Tong Ji University, People' Republic of China)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 February 1985

41

Abstract

An elasto‐viscoplastic analysis of anisotropic plates and shells is undertaken by means of the finite element displacement method. A thick shell formulation accounting for shear deformation is considered and a layered approach is adopted in order to model property changes through the shell thickness. In order to avoid ‘locking’ behaviour as the shell thickness is reduced, the nine‐node Lagrangian and heterosis elements are introduced into the present model. Viscoplastic yielding is based on the Huber—Mises criterion extended by Hill for anisotropic materials. Time integration of the strain rate equations is accomplished by both explicit and implicit algorithms and special consideration is given to the evaluation of the viscoplastic strain increment for anisotropic situations. The computer code developed is demonstrated by application to a range of numerical examples.

Citation

Owen, D.R.J. and Qiang Liu, G. (1985), "Elasto‐viscoplastic analysis of anisotropic laminated plates and shells", Engineering Computations, Vol. 2 No. 2, pp. 90-95. https://doi.org/10.1108/eb023605

Publisher

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MCB UP Ltd

Copyright © 1985, MCB UP Limited

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