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Thin-Walled Members in Combined Torsion and Flexure
Stresses and deformations are investigated for thin-walled open section beams loaded in a manner that produces combined flexure and torsion. The analysis is based on the fundamental equations given by J. N. Goodier. It is shown that the expression for rotations of cross sections is analogous to the equation of equilibrium for a laterally loaded tie rod and, because of the analogy, approximate solutions are available in important practical cases, the accuracy of which may be easily estimated.
Thin-Walled Members in Combined Torsion and Flexure
Stresses and deformations are investigated for thin-walled open section beams loaded in a manner that produces combined flexure and torsion. The analysis is based on the fundamental equations given by J. N. Goodier. It is shown that the expression for rotations of cross sections is analogous to the equation of equilibrium for a laterally loaded tie rod and, because of the analogy, approximate solutions are available in important practical cases, the accuracy of which may be easily estimated.
Thin-Walled Members in Combined Torsion and Flexure
Lansing, Warner (author)
Transactions of the American Society of Civil Engineers ; 118 ; 128-146
2021-01-01
191953-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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