Research Article
Nov 1979
Biaxial Bending of Beams with or without Torsion
Publication: Journal of the Structural Division
Volume 105, Issue 11
Abstract
The elastic behavior of biaxially bent beams has been considered previously by some investigators (6). Lee (6) used a laborious trial-and-error equilibrium procedure. Harrison (3-5) investigated the plastic behavior of redundant mild steel beams of circular and rectangular cross sections subjected to noncoincident mutually perpendicular concentrated transverse loads in the span. The laboratory tests for a number of beams, however, showed substantially higher collapse loads than those predicted indicating the possible presence of strain hardening and higher order effects.
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Published In
Journal of the Structural Division
Volume 105 • Issue 11 • November 1979
Pages: 2145 - 2162
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Nov 1979
Published online: Feb 1, 2021
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Authors
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Zia Razzaq, M.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Notre Dame, Notre Dame, Ind.
Theodore V. Galambos, F.ASCE
Prof., Dept. of Civ. Engrg., Washington Univ., St. Louis, Mo.
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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.