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An Experimental Study on Structural Behavior of Bolted Angle Connections with Austenitic Stainless Steel  

Kim, Min-Seong (한밭대학교 건축공학과)
Kim, Tae-Soo (한밭대학교 건축공학과)
Kim, Seung-Hun (한밭대학교 건축공학과)
Lee, Yong-Taeg (한밭대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.23, no.1, 2011 , pp. 29-39 More about this Journal
Abstract
With regard to steel construction, many studies have been performed to examine the structural behavior of the bolted connections domestically and in other countries. Especially, a domestic study was conducted on the block shear fracture and shear lag effect on the single-bolted angle connection in carbon steel. In this study, specimens were prepared with the end distance parallel to the loading direction and bolt arrangement ($1{\times}1$, $1{\times}2$), as the main variables. Then the fracture mode and the curling effect on the bolted angle connection in austenitic stainless steel were investigated. Moreover, the fracture mode and ultimate strength were compared, and the strength reduction by curling was estimated.
Keywords
austenitic stainless steel; angle bolted connection; fracture mode; ultimate strength; curling;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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