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- W1752600663 abstract "The fatigue performance of welded tubular joints is inversely proportional to the maximum stress. The maximum stress in the joint is the product of the stress just remote from the actual intersection (the nominal stress) and a factor which is derived from the geometry and the type of loading on the joint (the stress concentration factor). The stress concentration factors can be reduced by increasing the radial stiffness of the main tubular member. Tests on simple, overlapped and internally stiffened welded tubular joints undertaken in the five-year United Kingdom Offshore Steels Research Project which finished in 1986, have shown the benefit of increased tube radial stiffness. The location of the internal ring-stiffeners for each mode of loading is discussed and is shown to be important and attention is drawn to the possibility of fatigue failures at potentially inaccessible locations." @default.
- W1752600663 created "2016-06-24" @default.
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- W1752600663 date "1987-01-01" @default.
- W1752600663 modified "2023-09-27" @default.
- W1752600663 title "FATIGUE PERFORMANCE COMPARISON OF SIMPLE, OVER-LAPPED AND STIFFENED WELDED TUBULAR JOINTS" @default.
- W1752600663 hasPublicationYear "1987" @default.
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