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2011 | OriginalPaper | Chapter

3. Dynamic Finite Element Analysis

Author : Prof. Dr. M.Y.H. Bangash

Published in: Structures for Nuclear Facilities

Publisher: Springer Berlin Heidelberg

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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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Footnotes
1
[Wilkins M.L.,”Calulations of Elastic Plastic Flow,” Meth, Comp. Phys. 3 (Academic Press), 211–263 (1964).]
 
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Metadata
Title
Dynamic Finite Element Analysis
Author
Prof. Dr. M.Y.H. Bangash
Copyright Year
2011
Publisher
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-12560-7_3

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