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Finite element representation and pressure stiffness in shell stability analysis

✍ Scribed by K. Loganathan; S. C. Chang; R. H. Gallagher; J. G. Abel


Publisher
John Wiley and Sons
Year
1979
Tongue
English
Weight
431 KB
Volume
14
Category
Article
ISSN
0029-5981

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✦ Synopsis


In the light of recent contributions by Batozl and Hibbitt: two aspects of finite element formulations for shell stability analysis are examined. The first is the consistency of the shell strain-displacement equations employed; the second is the proper representation of 'follower forces'-pressures that are always normal to the deforming surface. Numerical studies of an arch indicate that improper representation of either of these factors can have a significant effect on predicted buckling loads.


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