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Some considerations on the problem of torsion and flexure of prismatical beams

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Publication:1251926
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DOI10.1016/0020-7683(79)90042-8zbMath0392.73046OpenAlexW2075384157MaRDI QIDQ1251926

Eric Reissner

Publication date: 1979

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(79)90042-8


zbMATH Keywords

TorsionComplementary EnergyEnd-Loaded Cantilever BeamsFlexureInfluence CoefficientsMinimum PotentialPrismatical BeamsShear Center LocationVariational Equation


Mathematics Subject Classification ID

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


Related Items

On torsion and shear of Saint-Venant beams ⋮ A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections



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