Static analysis of nonuniform timoshenko beams

DOI10.1016/0045-7949(93)90144-3zbMath0773.73048OpenAlexW2024580500MaRDI QIDQ4201427

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Publication date: 25 August 1993

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(93)90144-3

zbMATH Keywords

fundamental solutionsstatic deflectionlimiting casessecond-order differentiable bending rigidity

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 ⋮ Two-dimensional thermoelastic analysis of beams with variable thickness subjected to thermo-mechanical loads ⋮ Active piezoelectric vibration control for a Timoshenko beam ⋮ Two-dimensional elasticity solution for bending of functionally graded beams with variable thickness ⋮ Dynamics response control of a Mindlin-type beam ⋮ A novel stiffness/flexibility-based method for Euler-Bernoulli/Timoshenko beams with multiple discontinuities and singularities ⋮ Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution

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