Torsion of Non-Circular Cross-Sections (or, Open Sections Suck in Torsion)
Автор: TheBom_PE
Загружено: 2018-01-20
Просмотров: 29583
LECTURE 16:
Here equations are introduced for finding stress and deformation of torsionally-loaded members with non-circular cross sections. Calculations are demonstrated for rectangular cross-sections, and open and closed thin-walled cross sections. Shearing stress, angle of twist, and torsional springrate are computed. It is shown that open thin-walled cross-sections withstand torsion very poorly.
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This lecture was presented on January 19, 2018. All retainable rights are claimed by Michael Swanbom.
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