Research Article
Aug 1973
Inelastic Response of Column Segments under Biaxial Loads
Authors: Wai F. Chen, M.ASCE, and T. AtsutaAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 99, Issue 4
Abstract
An analytical formulation of the generalized stress-strain relationships for biaxially loaded column segments is presented. The generalized stresses are an axial force, two bending moments about the principal axes, and a bimoment. The corresponding generalized strains are an axial strain at the centroid, two bending curvatures, and a warping curvature. The material characteristics are assumed to be trilinear, i.e., elastic, plastic, and linear strain hardening. Elastic unloading of yielded fibers and Bauschinger effects are included in the analysis. Based upon the equations formulated, a computer program was developed to provide numerical results. The element of the tangent stiffness matrix was evaluated numerically by dividing the wide flange section into finite element.
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Published In
Journal of the Engineering Mechanics Division
Volume 99 • Issue 4 • August 1973
Pages: 685 - 701
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Aug 1973
Published online: Feb 3, 2021
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Authors
Affiliations
Wai F. Chen, M.ASCE
Assoc. Prof. of Civ. Engrg., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
T. Atsuta
Engr., Kawasaki Heavy Industries, Ltd., Japan
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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.
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