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- W4379805655 abstract "This study explores the mechanical performance of heavy-weight concrete-filled mild/stainless steel tubular columns under axial compression. An experimental programme comprising six short and six long circular specimens was carried out, in which a special mixed heavy-weight concrete (HWC) with a self-compacting nature was utilised to assist the widespread of such structural components. Comprehensive numerical analysis was also performed after the validations against the obtained test results. Specifically, the developed numerical models included a constitutive relationship for the confined HWC, with which the tested columns' compressive behaviour (particularly the less ductile post-peak behaviour) can be reproduced accurately. Based on obtained experimental and numerical results, the loads shared by the outer spiral welded circular tube and infilled concrete have been separated and traced. This has assisted in a clear and accurate identification of the resistance capacity contributed by individual components. A refined solution for the design of circular heavy-weight concrete-filled mild/stainless steel tubular columns has been proposed accordingly. Moreover, together with the experimental results, a series of numerical analysis were also performed to assess the applicability/accuracy of the existing design specifications regarding the member capacities of long columns, where global buckling effects were considered." @default.
- W4379805655 created "2023-06-09" @default.
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- W4379805655 date "2023-10-01" @default.
- W4379805655 modified "2023-09-23" @default.
- W4379805655 title "Behaviour and design of heavy-weight concrete-filled spiral welded columns" @default.
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- W4379805655 doi "https://doi.org/10.1016/j.jcsr.2023.108020" @default.
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