1958
DOI: 10.1016/0022-5096(58)90036-x
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On the use of linearized yield conditions for combined stresses in beams

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Cited by 10 publications
(2 citation statements)
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“…Upper and lower approximations are obtained in [12] to the interaction curve of the bending and twisting couples at yield for the combined bending and twisting of cylinders of ideally plastic-rigid material. Yield criteria expressed in the paper [13] in terms of stress resultants are obtained for typical engineering structures, using the first fundamental theorem of limit analysis. These yield criteria, which are often non-linear, are then replaced by inscribed piecewise linear approximations.…”
Section: Combined Bending and Torsion Of A Bar Loaded By A Terminal mentioning
confidence: 99%
“…Upper and lower approximations are obtained in [12] to the interaction curve of the bending and twisting couples at yield for the combined bending and twisting of cylinders of ideally plastic-rigid material. Yield criteria expressed in the paper [13] in terms of stress resultants are obtained for typical engineering structures, using the first fundamental theorem of limit analysis. These yield criteria, which are often non-linear, are then replaced by inscribed piecewise linear approximations.…”
Section: Combined Bending and Torsion Of A Bar Loaded By A Terminal mentioning
confidence: 99%
“…[6], yield criteria expressed in terms of stress resultants are obtained for typical engineering structures, using the first fundamental theorem of limit analysis. These yield criteria, which are often nonlinear, are then replaced by inscribed piecewise linear approximations.…”
Section: Introductionmentioning
confidence: 99%