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What is Timoshenko Beam Theory: Flexural Analysis about?

1. The study formulates the Timoshenko beam theory from variational principles to account for shear deformation effects in moderately thick beams. 2. Governing differential equations are derived and closed-form solutions are obtained for two cases: a simply supported beam under uniform load, and a cantilever beam with a point load. 3. It is found that shear contribution to deflection is negligible for thickness to length ratios under 0.02 but becomes significant over 0.10. Solutions agree well with lite

Author

Ijaz Ul Haq

Language

EN