Shear stresses in prismatic beams with arbitrary cross-sections

DOI<865::AID-NME609>3.0.CO;2-3 10.1002/(SICI)1097-0207(19990710)45:7<865::AID-NME609>3.0.CO;2-3zbMath0931.74067OpenAlexW2160399310MaRDI QIDQ4267128

Friedrich Gruttmann, Roland Sauer, Werner Wagner

Publication date: 28 February 2000

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19990710)45:7<865::aid-nme609>3.0.co;2-3

zbMATH Keywords

bendingtorsionweak formulationadaptivityNeumann boundary conditionsisoparametric finite elementswarping functionSaint-Venant torsioninfluence of Poisson's ratioconjugate stress function

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05)

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