On the response of a Timoshenko beam under initial stress to a moving load

DOI10.1016/0020-7225(81)90003-3zbMath0458.73045OpenAlexW2144977750MaRDI QIDQ1151774

S. H. Smith

Publication date: 1981

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(81)90003-3

zbMATH Keywords

Timoshenko beaminitial stressanalytical solutionsdeformationsmoving loadcompared with Euler-Bernoulli beam formulationexpressions of critical velocitywith and without axial stresswith and without damping

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Cites Work

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• An axially stressed railroad track on an elastic continuum subjected to a moving load
• On the equations for composite beams under initial stress
• Beams and shells with moving loads
• Response of a laminated beam to a moving load
• The Finite Beam With a Moving Load
• Response of Cylindrical Sandwich Shells to Moving Loads
• Cylindrical shell with an axisymmetric moving load
• The Timoshenko Beam With a Moving Load
• The Influence of Initial Stress on Elastic Waves

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