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Nonlinear analysis of thin-walled members of variable cross-section. Part II: Application

โœ Scribed by H.R. Ronagh; M.A. Bradford; M.M. Attard


Publisher
Elsevier Science
Year
2000
Tongue
English
Weight
427 KB
Volume
77
Category
Article
ISSN
0045-7949

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Nonlinear analysis of thin-walled member
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The majority of analyses of thin-walled beam-columns in the linear and nonlinear ranges of structural response have been for prismatic sections. This paper presents a theory for the nonlinear axial strain and Kirchho stress resultants for a thin-walled beam-column whose cross-section is tapered. An

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The paper presents a means of determining the non-linear sti!ness matrices from expressions for the "rst and second variation of the Total Potential of a thin-walled open section "nite element that lead to non-linear sti!ness equations. These non-linear equations can be solved for moderate to large