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- W110445864 abstract "Failure of beam-columns subjected to axial compression, transverse loading, and unequal end moments, is investigated. A formula is proposed to predict the failure load of such beam-columns. Derivation of the formula is based on the concept of interaction between the two modes of failure, i.e. elastic buckling and plastic collapse of the beam-column. In the formula, a set of imperfection parameters is included. These parameters will take into account the effects of initial deformation, residual stresses, and the spread of plasticity in the beam-column. Each parameter was determined by interpolation from theoretical solutions given for the particular case concerned. Subsequent application of the formula to other more general cases shows that good agreement with results obtained either theoretically or experimentally can be achieved. With the imperfection parameters suitably chosen, the proposed formula can be used to predict failure loads in design. (Author/TRRL)" @default.
- W110445864 created "2016-06-24" @default.
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- W110445864 date "1983-12-01" @default.
- W110445864 modified "2023-09-27" @default.
- W110445864 title "INTERACTION BETWEEN ELASTIC BUCKLING AND PLASTIC COLLAPSE - A STUDY OF THE FAILURE OF BEAM-COLUMNS" @default.
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