Research Article
May 1972
Interaction Equations for Biaxially Loaded Sections
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VIEW THE REPLYAuthors: Wai F. Chen, M.ASCE, and Toshio AtsutaAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 5
Abstract
A simple method for obtaining the exact interaction relationships of doubly symmetric sections under combined axial force and biaxial bending moments is presented. Simple expressions for approximating the interaction curves of wide-flange sections are proposed, and the associated plastic deformations are calculated. For illustration, interaction curves for a wide-flange section, a box section and a circular section are developed using the method. Simple analytical expressions to approximate the interaction relations of wide-flange sections are proposed, and the associated plastic deformations are calculated.
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Published In
Journal of the Structural Division
Volume 98 • Issue 5 • May 1972
Pages: 1035 - 1052
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: May 1972
Published online: Feb 1, 2021
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Wai F. Chen, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.
Toshio Atsuta
Grad. Student, Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.; formerly, Engr., Kawasali 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.
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.