논문 해외 국제일반학술지 BLOCK SHEAR BEHAVIOURS OF STAINLESS STEEL CHANNEL BOLTED JOINTS WITH FOUR BOLTS
- 학술지 구분 국제일반학술지
- 게재년월 2011
- 저자명 김승훈
- 학술지명 ADVANCED MATERIALS RESEARCH
- 발행처명 Trans Tech Publications Ltd.
- 발행국가 해외
- 논문언어 외국어
- 전체저자수 5
홈페이지논문 초록 (Abstract)
The introduction of thin-walled stainless steel in buildings has been increased gradually for ensuring the sustainability thanks to excelle nt corrosion resistance and durability. Many studies on structural behaviors of stainless steel bolted connection fabricated with plane plate have been carried out. This paper is aimed at investigat ing the ultimate behaviors such as ultimate strength, fracture mode an d out of plane deformation(i.e. curling) of channel bolted connection o f coldformed austenitic stainless steel with four bolts (2×2 bo lt arrangement). End distance parallel to the direction of applie d force is adopted as main variables. Specimens are planned with block shear fracture in ultimate state. In case of bolted connections with a long end distance, curling has also been observed. Ultimate strengt hs by test results are compared with those of current ASCE design specification and the influence of curling on ultimate stre ngth is discussed. © (2011) Trans Tech Publications, Swi tzerland.