Comparison of fatigue life and crack initiation of tubular joints due to the difference in the brace position
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,Mechanical Engineering,Mechanics of Materials
Link
https://link.springer.com/content/pdf/10.1007/s40194-024-01683-y.pdf
Reference31 articles.
1. Fung TC, Soh CK, Gho WM, Qin F (2001) Ultimate capacity of completely overlapped tubular joints: I. An experimental investigation. J Constr Steel Res 57(8):855–880
2. Soh CK, Fung TC, Qin F, Gho WM (2001) Behaviour of completely overlapped tubular joints under cyclic loading. J Struct Eng 127(2):122–128
3. Gho WM, Yang Y (2019) Ultimate strength of completely overlapped joint for fixed offshore wind turbine jacket substructures. J Mar Sci Appl 18:99–113
4. Yin Y, Han QH, Bai LJ, Yang HD, Wang SP (2009) Experimental study on hysteretic behaviour of tubular N-joints. J Constr Steel Res 65(2):326–334
5. Gho WM, Yang Y, Gao F (2006) Failure mechanisms of tubular CHS joints with complete overlap of braces. Thin-Walled Struct 44(6):655–666
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