Exact stiffness matrix of a nonuniform beam—II. Bending of a timoshenko beam

DOI10.1016/0045-7949(93)90056-JzbMath0793.73041OpenAlexW2029143603MaRDI QIDQ4293351

Zvi Friedman, J. B. Kosmatka

Publication date: 4 July 1994

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

Full work available at URL: https://doi.org/10.1016/0045-7949(93)90056-j

zbMATH Keywords

shear deformationrectangular cross-sectioncircular cross-sectionshort beams

Mathematics Subject Classification ID

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

Related Items (8)

Free vibration of the double tapered cracked beam ⋮ Large displacement behaviour of tapered cantilever Euler-Bernoulli beams made of functionally graded material ⋮ Nonuniform torsion analysis in tapered composite bars by including higher-order warping modes ⋮ Non-prismatic Timoshenko-like beam model: numerical solution via isogeometric collocation ⋮ Time-domain analysis of framed structures based on ``exact structural-property matrices for nonprismatic Timoshenko's elements ⋮ Buckling analysis of non-prismatic columns based on modified vibration modes ⋮ An efficient procedure to find shape functions and stiffness matrices of nonprismatic Euler-Bernoulli and Timoshenko beam elements ⋮ A novel stiffness/flexibility-based method for Euler-Bernoulli/Timoshenko beams with multiple discontinuities and singularities

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