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On alternative hybrid stress 2d and 3d elements

Shenglin Di (Institut für Baustatik, University of Stuttgart, Pfaffenwaldring 7, 70550 Stuttgart, Germany)
Ekkehard Ramm (Institut für Baustatik, University of Stuttgart, Pfaffenwaldring 7, 70550 Stuttgart, Germany)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 January 1994

110

Abstract

Based on the recent advances of hybrid stress finite elements, a series of alternative stress assumptions for these elements are investigated. Several new element models are proposed by using different concepts for the stress interpolation. Under a unified formulation presented in this paper for Hellinger—Reissner principle based hybrid stress element models, the element series 5β‐family for plane stress and 18β‐family for three‐dimensional problems are discussed. The extra incompatible displacements sometimes also added are not introduced in this unified formulation. A number of popular benchmark elastic problems are examined for both two element families. In each family, the element model presented in this paper using normalized transformed higher order stress trials usually gives better predictions than the others.

Keywords

Citation

Di, S. and Ramm, E. (1994), "On alternative hybrid stress 2d and 3d elements", Engineering Computations, Vol. 11 No. 1, pp. 49-68. https://doi.org/10.1108/02644409410799155

Publisher

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MCB UP Ltd

Copyright © 1994, MCB UP Limited

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