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Stability of a cracked Timoshenko beam column by modified Fourier series

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Publication:2881623
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DOI10.1016/S0022-460X(02)01487-6zbMath1236.74144OpenAlexW2082271196MaRDI QIDQ2881623

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Publication date: 3 May 2012

Published in: Journal of Sound and Vibration (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0022-460x(02)01487-6



Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)


Related Items (7)

Exact solution of the multi-cracked Euler-Bernoulli column ⋮ Buckling of slender prismatic circular columns weakened by multiple edge cracks ⋮ A novel beam finite element with singularities for the dynamic analysis of discontinuous frames ⋮ The exact distributional model for free vibrations of shear-bending multi-cracked Timoshenko beams ⋮ Carrying capacity of edge-cracked columns under concentric vertical loads ⋮ Tensile and compressive buckling of columns with shear deformation singularities ⋮ Analysis and verification of cable pretension effect on the buckling load of a single-link flexible mechanism




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