Equivalent stiffness of the saturated poro-elastic half space interacting with an infinite beam to harmonic moving loads

DOI10.1007/S12204-009-0385-8zbMath1423.74380OpenAlexW2060802857MaRDI QIDQ1049850

Zhi-Fan Xia, Bin Xu, Jian-Fei Lu, Jian-Hua Wang

Publication date: 13 January 2010

Published in: Journal of Shanghai Jiaotong University (Science) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s12204-009-0385-8

zbMATH Keywords

Biot's theoryinfinite beamFourier transformation methodharmonic moving loadssaturated poro-elastic half space

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15) Spectral and related methods applied to problems in solid mechanics (74S25)

Related Items (1)

The equivalent dynamic stiffness of a visco-elastic half-space in interaction with a periodically supported beam under a moving load

Cites Work

• Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track.
• Steady-state vibrations of an elastic beam on a viscoelastic layer under moving load
• Dynamic displacements of an infinite beam on a poroelastic half space due to a moving oscillating load
• Dynamics of Timoshenko beams on Pasternak foundation under moving load
• Mechanics of Deformation and Acoustic Propagation in Porous Media
• Theory of dynamic permeability and tortuosity in fluid-saturated porous media
• Three-Dimensional Vibrations of a Beam on an Elastic Half-Space: Resonance Interaction of Vertical-Longitudinal and Lateral Beam Waves

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