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- W2071567379 abstract "Abstract By modelling the built-up beam-column as a member with a sandwich cross-section and introducing the concept of reduced axial stiffness of an imperfect bar, this paper establishes an interactive buckling theory for built-up beam-columns which can be used to determine the ultimate strength of the member taking account of various adverse influences of imperfections (residual stress, member's and chords' initial deflections and load eccentricity). A centrally compressed built-up column is analysed by the Finite Integral Method to illustrate the application of the theory. It is found that the chord's critical stress is the upper limit of the column's critical stress and can be used as the ‘compressive yield stress’ of the column; there exists a very unfavourable interaction between the bending of the chord and of the column. A Q-factor design method similar to that adopted in cold-formed steel is suggested for the built-up column. A simple shear force formula is presented which is in reasonable agreement with the current available test results." @default.
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- W2071567379 date "1989-01-01" @default.
- W2071567379 modified "2023-09-25" @default.
- W2071567379 title "An interactive buckling theory for built-up beam-columns and its application to centrally compressed built-up members" @default.
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- W2071567379 doi "https://doi.org/10.1016/0143-974x(89)90074-6" @default.
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