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Rayleigh Beam Dynamics on Nonlinear Foundation by CE21M031 M.Surya is a document available to read on EtoBox.
This research article investigates the dynamic response of a Rayleigh beam with axial force on a nonlinear Pasternak foundation under partially distributed moving loads. The study utilizes numerical methods via Maple software to analyze the effects of various parameters, including rotary inertia, speed, viscosity, and axial forces. Results indicate that moving loads produce greater displacement than moving forces, and the displacement behavior varies with tensile and compressive axial forces.
- Author
- CE21M031 M.Surya
- Language
- EN