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An introduction to geometrically nonlinear finite element stiffness analysis using the incremental step and equilibrium methods

The derivation of the beam-column element matrices and development of the incremental step method and of the equilibrium method are abstracted from other authors. Emphasis is placed on the consistency of the assumptions and restrictions imposed upon the element and the two methods. Two algorithms are developed describing the two methods and are compatible with the element. Three example problems are solved illustrating the features of the two methods. A comparison of the solutions obtained for each method is made. / M.S.

Identiferoai:union.ndltd.org:VTETD/oai:vtechworks.lib.vt.edu:10919/110996
Date January 1972
CreatorsStewart, Warren Averill
ContributorsCivil Engineering
PublisherVirginia Polytechnic Institute and State University
Source SetsVirginia Tech Theses and Dissertation
LanguageEnglish
Detected LanguageEnglish
TypeThesis, Text
Formatvi, 54 leaves, application/pdf, application/pdf
RightsIn Copyright, http://rightsstatements.org/vocab/InC/1.0/
RelationOCLC# 33420640

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