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Structures for Nuclear Facilities pp 133–186Cite as

Dynamic Finite Element Analysis

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Abstract

A great deal of work has been published on finite element techniques.

This chapter presents the linear and non-linear dynamic finite element analysis intended to be used for nuclear facilities. Plasticity and cracking models are included. Solid isoparametric elements, panel and line elements are included which represent various materials. Solution procedures are recommended. Programs ISOPAR, F-BANG and other computer packages are recommend for the dynamic non-linear analysis of structures for nuclear facilities with and without cracking.

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Notes

  1. 1.

    [Wilkins M.L.,”Calulations of Elastic Plastic Flow,” Meth, Comp. Phys. 3 (Academic Press), 211–263 (1964).]

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Authors and Affiliations

  1. Emeritus Professor of Aerospace and Nuclear Structures, 39 Wontner Road, SW17 7QT, London, UK

    Prof. Dr. M.Y.H. Bangash (Consulting Engineer)

Authors
  1. Prof. Dr. M.Y.H. Bangash
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© 2011 2010 M.Y.H. Bangash

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Bangash, M. (2011). Dynamic Finite Element Analysis. In: Structures for Nuclear Facilities. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-12560-7_3

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  • DOI: https://doi.org/10.1007/978-3-642-12560-7_3

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-12559-1

  • Online ISBN: 978-3-642-12560-7

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