Research Article
Mar 1967
Inelastic Behavior of Structural Frameworks
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 93, Issue 3
Abstract
The general problem of the strength of structural frames of materials displaying limited ductility and strain hardening is considered. A quite general method for determining the moment-curvature diagram for any material and most cross sections is described and used. A procedure for calculating the elastic and inelastic flexural deformations of a member subjected to linearly varying distributions of bending moment is presented. The solution of inelastic, statically indeterminate flexural systems, using successive linearizations is developed. Applications are made to structural systems of aluminum alloy flexural members, both with and without welds, demonstrating that in some cases the presence of welds can actually increase the ultimate strength of such a system.
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Published In
Journal of the Structural Division
Volume 93 • Issue 3 • March 1967
Pages: 287 - 313
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Mar 1967
Published online: Feb 1, 2021
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Authors
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Richard G. Potts, AM.ASCE
Graduate Student, Dept. of Civ. Engrg., Princeton, Univ., Princeton, N. J.
Robert J. Brungraber, M.ASCE
Assoc. Prof. of Civ. Engrg., Union College, Scheneptady, N. Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.