Dynamic response of an infinite Timoshenko beam on a nonlinear viscoelastic foundation to a moving load

DOI10.1007/s11071-013-0784-0zbMath1281.74017OpenAlexW2097906137MaRDI QIDQ2435625

Hu Ding, Kang-Li Shi, Li Qun Chen, Shao-Pu Yang

Publication date: 19 February 2014

Published in: Nonlinear Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11071-013-0784-0

zbMATH Keywords

viscoelastic foundationFourier transformationnonlinear responseAdomian decompositioninfinite Timoshenko beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear elasticity (74B20) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Multigrid methods; domain decomposition for initial value and initial-boundary value problems involving PDEs (65M55)

Related Items (6)

Semi-analytical analysis of vibrations induced by a mass traversing a beam supported by a finite depth foundation with simplified shear resistance ⋮ Study on crack propagation path of asphalt pavement under vehicle-road coupled vibration ⋮ Dynamic response to a moving load of a Timoshenko beam resting on a nonlinear viscoelastic foundation ⋮ Dynamic response of beams under moving loads with finite deformation ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications ⋮ Structure carrying moving subsystems with distributed viscoelastic coupling. I: Modeling and dynamics response

Cites Work

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• Drops: The collapse of capillary jets
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