Brief Report
Nov 1975
Restrained Warping Stresses in Thin-Walled Open Sections
Publication: Journal of the Structural Division
Volume 101, Issue 11
Abstract
A method is derived whereby warping shear stresses due to restraints or the variation of torque along a bar can be computed using finite elements. For completeness, it is also indicated how the restrained warping longitudinal stresses are calculated. In this paper, the effects of nonuniform torsion are incorporated into Herrmann.s solution for the case of thin-walled open sections.
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Published In
Journal of the Structural Division
Volume 101 • Issue 11 • November 1975
Pages: 2467 - 2472
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Nov 1975
Published online: Feb 1, 2021
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Authors
Affiliations
Pin Yu Chang
Head, Struct. Analysis Section, George G. Sharp, Inc., New York, N.Y.
Chirasak Thasanatorn
Research Assoc., Dept. of Civ. Engrg., Univ. of Virginia, Charlottesville, Va.
Walter D. Pilkey, M.ASCE
Assoc. Prof., Dept. of Engrg. Sci. and Systems, Univ. of Virginia, Charlottesville, Va.
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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.
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.