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- W2019243410 abstract "Welded T‐joints in steel circular hollow sections (CHS) have been tested under combined axial load and in‐plane moments in order to obtain interaction relationships at failure. In all, 105 tests have been carried out—seventeen with in‐plane moment only, seventeen with axial load only and seventyone tests with combined axial load and in‐plane moment. The effect of geometric properties on the ultimate strength of the joints has been studied by varying joint parameters d1/d0,d0/t0 and t1/t0, where d0 and d1 and t0 and t1, respectively, are the diameter and the thickness of the chord and the branch. Interaction curves have been plotted in terms of non‐dimensional ratios P/Pu and M/Mu. Research has been carried out at Kingston Polytechnic, in conjuction with the Tubes Division of the British Steel Corporation, who fabricated and supplied the specimens and provided the authors with most valuable help and collaboration." @default.
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- W2019243410 date "1983-09-01" @default.
- W2019243410 modified "2023-09-27" @default.
- W2019243410 title "Load Interaction in T‐Joints of Steel Circular Hollow Sections" @default.
- W2019243410 cites W2034175806 @default.
- W2019243410 doi "https://doi.org/10.1061/(asce)0733-9445(1983)109:9(2192)" @default.
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