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Bolted tension flanges joining circular hollow section members
Abstract The maximum strength of high-strength bolted tension flanged joints of circular hollow section members is evaluated using the yield line theory. Theoretical results obtained are compared with tests carried out at University College, Cardiff and the British Steel Corporation, demonstrating that they are in good correlation with each other. Based on this study, a simple design formula is proposed.
Bolted tension flanges joining circular hollow section members
Abstract The maximum strength of high-strength bolted tension flanged joints of circular hollow section members is evaluated using the yield line theory. Theoretical results obtained are compared with tests carried out at University College, Cardiff and the British Steel Corporation, demonstrating that they are in good correlation with each other. Based on this study, a simple design formula is proposed.
Bolted tension flanges joining circular hollow section members
Kato, B. (author) / Hirose, R. (author)
Journal of Constructional Steel Research ; 5 ; 79-101
1985-01-01
23 pages
Article (Journal)
Electronic Resource
English
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