Statically and Kinematically Admissible Finite Element Formulations for Elastic-Plastic Plate Analysis

J. P. Moitinho de Almeida and J. A. Teixeira de Freitas
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J. P. Moitinho de Almeida: Instituto Superior Técnico, Departamento de Engenharia Civil
J. A. Teixeira de Freitas: Instituto Superior Técnico, Departamento de Engenharia Civil

Chapter D23 in Numerical Techniques for Engineering Analysis and Design, 1987, pp 197-206 from Springer

Abstract: Summary Hybrid formulations designed to generate either statically or kinematically admissible finite element solutions are presented. Consistency is ensured through Static-Kinematic Duality. The elastic-plastic analysis of a deep, simply supported beam is used to illustrate the performance of the formulations being suggested.

Keywords: Displacement Field; Kinematic Model; Deep Beam; Plane Stress Problem; Plastic Limit Load (search for similar items in EconPapers)
Date: 1987
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Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-94-009-3653-9_23

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DOI: 10.1007/978-94-009-3653-9_23

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