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- W2029839342 abstract "The size and position of intermediate stiffeners in the compression flanges of thin‐walled profiled steel decks exert a strong influence on the dominant buckling mode of the flange. The ability of the deck to provide both high load‐carrying capacity before the onset of elastic buckling and a high ultimate‐load capacity may therefore be affected. A program of tests to determine the effectiveness of intermediate stiffeners in controlling buckling modes is undertaken. A series of specimens are loaded in pure bending resulting in various buckling waveforms prior to ultimate failure through a plastic collapse mechanism. The experimentally determined buckling stresses are found to be comparable with studies performed using a finite‐strip numerical analysis in which both local, and distortional buckling modes are predicted. A simplified design procedure for distortional buckling is proposed. The existing design procedure for local buckling in the Australian Standard AS1538‐1988 is confirmed." @default.
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- W2029839342 date "1993-08-01" @default.
- W2029839342 modified "2023-10-18" @default.
- W2029839342 title "Tests of Profiled Steel Decks with V‐Stiffeners" @default.
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- W2029839342 doi "https://doi.org/10.1061/(asce)0733-9445(1993)119:8(2277)" @default.
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