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- W918780960 abstract "A method for computing the elasto-plastic dynamic response of Timoshenko beams (i.e., effects of shear deformation and rotatory inertia included) is presented. The method uses a lumped parameter model. The effects of the interactions between bending moment and shear force on the yielding behavior are taken into account by a generalization of the plastic potential theory. Numerical remits obtained involved the following variables: the form of the interaction (yield) curve, support conditions, span length, and the web-thickness of the cross section. It is shown that the influence of shear deformation could be substantial even for beams of quite usual proportions." @default.
- W918780960 created "2016-06-24" @default.
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- W918780960 date "1967-03-01" @default.
- W918780960 modified "2023-09-27" @default.
- W918780960 title "Elasto-Plastic Response of Timoshenko Beams" @default.
- W918780960 doi "https://doi.org/10.1061/jsdeag.0001693" @default.
- W918780960 hasPublicationYear "1967" @default.
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