Affiliation:
1. Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
Abstract
The Timoshenko beam theory includes the effects of shear deformation and rotary inertia on the vibrations of slender beams. The theory contains a shear coefficient which has been the subject of much previous research. In this paper a new formula for the shear coefficient is derived. For a circular cross section, the resulting shear coefficient that is derived is in full agreement with the value most authors have considered “best.” Shear coefficients for a number of different cross sections are found.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
467 articles.
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