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

오스테나이트계 스테인레스강(STS304) 앵글 볼트 접합부의 구조적 거동에 관한 실험적 연구

  • 김민성 (한밭대학교 건축공학과) ;
  • 김태수 (한밭대학교 건축공학과) ;
  • 김승훈 (한밭대학교 건축공학과) ;
  • 이용택 (한밭대학교 건축공학과)
  • Received : 2010.06.08
  • Accepted : 2011.01.27
  • Published : 2011.02.28


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.


Supported by : 한국연구재단, 한양대학교 친환경건축 연구센터


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