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

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Publication:1050164
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DOI10.1016/0020-7683(83)90050-1zbMath0512.73046OpenAlexW4255673422MaRDI QIDQ1050164

Eric Reissner

Publication date: 1983

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(83)90050-1


zbMATH Keywords

principle of minimum potential energybendingasymptotic analysistwisting stiffnessstretchingwarping stiffnessconcept of contracted and reduced boundary conditionsconjunction with suitable displacement approximationsexpressions for cross sectional shear center coordinateslinear system of one dimensional beam equationsstate of beam outside layertransverse shearingwarping boundary layer


Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Variational principles of physics (49S05)


Related Items

On Torsion of Prismatic Bodies ⋮ A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections ⋮ On a simple variational analysis of small finite deformations of prismatical beams



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