Two-dimensional elasticity solution for transient response of simply supported beams under moving loads

DOI10.1007/s00707-010-0393-7zbMath1398.74142OpenAlexW2013009956MaRDI QIDQ539305

Seyyed M. Hasheminejad, Ahmad Rafsanjani

Publication date: 27 May 2011

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-010-0393-7

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Classical linear elasticity (74B05) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of dynamical problems in solid mechanics (74H10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (6)

A size-dependent nonlinear Timoshenko microbeam model based on the strain gradient theory ⋮ A lattice spring model for dynamic analysis of damaged beam-type structures under moving loads ⋮ Dynamic analysis of a functionally graded simply supported Euler-Bernoulli beam subjected to a moving oscillator ⋮ Spectral finite element for vibration analysis of cracked viscoelastic Euler-Bernoulli beam subjected to moving load ⋮ Analytical solutions for free and forced vibrations of a multiple cracked Timoshenko beam subject to a concentrated moving load ⋮ Simplified modeling of beam vibrations induced by a moving mass by regression analysis

Uses Software

• ANSYS

Cites Work

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• Vibration analysis of beams traversed by uniform partially distributed moving masses
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• The Finite Beam With a Moving Load

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