Free vibration of rectangular beams of arbitrary depth

DOI10.1007/BF01379010zbMath0409.73064OpenAlexW190873635MaRDI QIDQ1259218

K. T. Sundara Raja Iyengar, P. V. Raman

Publication date: 1979

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

Full work available at URL: https://doi.org/10.1007/bf01379010

zbMATH Keywords

BeamsFree VibrationElastodynamic ProblemsPoisson's RatioState Space ApproachTimoshenko Beam TheoryTransverse Shear StressVertical Normal Stress

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45)

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Two-dimensional elasticity solution for transient response of simply supported beams under moving loads ⋮ A general Fourier formulation for vibration analysis of functionally graded sandwich beams with arbitrary boundary condition and resting on elastic foundations

Cites Work

• A state space approach to elasticity
• The Shear Coefficient in Timoshenko’s Beam Theory
• Method of Initial Functions in Two-Dimensional Elastodynamic Problems