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- W2105078901 abstract "A review of the existing design guidance for static strength has revealed that practices for some common simple joint configurations and loading conditions have little or no supporting data. A joint industry funded testing programme aimed to fill those data gaps is now completed. This paper presents results of a total of seventeen tests on large scale tubular welded T, Y and X joints which were subjected to either axial compression, in-plane moment or out-of-plane moment brace loads. Except for one specimen, all tests were conducted on specimens with ratio of brace and chord diameters ranging between 0.8 and 1.0. The results indicate that current design approaches are generally conservative. Several parameters, which have not been taken into account in the current design formulae, were found to have significant bearing on ultimate strength. Possible modifications of the existing design formulae are proposed." @default.
- W2105078901 created "2016-06-24" @default.
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- W2105078901 date "1988-01-01" @default.
- W2105078901 modified "2023-09-27" @default.
- W2105078901 title "ULTIMATE STRENGTH OF TUBULAR WELDED JOINTS WITH LARGE BETA RATIO" @default.
- W2105078901 hasPublicationYear "1988" @default.
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