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Bolted tension flanges joining square hollow section members
Abstract Tests and theoretical analysis on the maximum strength of high strength bolted tension flanges joining square hollow section members have been carried out. Yield line theory has been applied in a similar way to that presented in a previous paper. Correlation between test results and theoretical predictions is quite satisfactory. Based on this study, a simple design formula has been proposed.
Bolted tension flanges joining square hollow section members
Abstract Tests and theoretical analysis on the maximum strength of high strength bolted tension flanges joining square hollow section members have been carried out. Yield line theory has been applied in a similar way to that presented in a previous paper. Correlation between test results and theoretical predictions is quite satisfactory. Based on this study, a simple design formula has been proposed.
Bolted tension flanges joining square hollow section members
Kato, Ben (author) / Mukai, Akiyoshi (author)
Journal of Constructional Steel Research ; 5 ; 163-177
1985-01-01
15 pages
Article (Journal)
Electronic Resource
English
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