Deflections of Timoshenko beam with varying cross-section

DOI10.1016/0020-7403(95)00092-5zbMath0869.73035OpenAlexW2048288191WikidataQ127203076 ScholiaQ127203076MaRDI QIDQ1126241

S. H. Smith

Publication date: 4 September 1997

Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7403(95)00092-5

zbMATH Keywords

transverse shear deformationclosed-form resultslinearly varying casepiecewise linearly varying depthtransverse in-plane loading

Mathematics Subject Classification ID

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

Related Items (7)

Analytical solution for the fully coupled static response of variable stiffness composite beams ⋮ Large displacement behaviour of tapered cantilever Euler-Bernoulli beams made of functionally graded material ⋮ Nonlinear analysis of beams of variable cross-section, including shear deformation effect ⋮ Two-dimensional thermoelastic analysis of beams with variable thickness subjected to thermo-mechanical loads ⋮ Two-dimensional elasticity solution for bending of functionally graded beams with variable thickness ⋮ Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads ⋮ Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution

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