Research Article
Mar 1972
Elastic Stability of Tapered I-Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 98, Issue 3
Abstract
In this paper, the differential equation for the nonuniform torsion of tapered I-beams is derived by analyzing the deformations of the flanges, and this equation is used to study the elastic flexural-torsional buckling of simply supported tapered I-beams. For constant flange beams which are tapered in depth, it is found that the changes in the torsional stiffness with the degree of taper are small, and that consequently the elastic critical loads do not vary greatly. The elastic critical loads of constant depth beams which have tapered flanges decrease significantly as the degree of taper increases. Torsion tests were carried out on tapered depth cantilevers and the results of these were in close agreement with the theoretical predictions. Buckling tests were carried out on simply supported I-beams which were tapered in flange width, thickness or web depth, and the experimental critical loads confirmed the theoretical predictions.
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Information
Published In
Journal of the Structural Division
Volume 98 • Issue 3 • March 1972
Pages: 713 - 728
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Mar 1972
Published online: Feb 1, 2021
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Sritawat Kitipornchai, AM.ASCE
Research Student in Civ. Engrg., Univ. of Sydney, NSW, Australia
Nicholas S. Trahair, AM.ASCE
Assoc. Prof. in Civ. Engrg., Univ. of Sydney, NSW, Australia
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