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하중방향 연단거리를 변수로 갖는 박판 볼트접합부의 최대내력과 면외변형에 관한 실험적 연구 - 2행 2열 볼트배열의 일면전단 접합 -An Experimental Study on Ultimate Strength and Curling Behavior of Thin-walled Steel Bolted Connections with Variables of End Distance - Single Shear Connection with Four Bolts -
- Other Titles
- An Experimental Study on Ultimate Strength and Curling Behavior of Thin-walled Steel Bolted Connections with Variables of End Distance - Single Shear Connection with Four Bolts -
- Issue Date
- Apr-2009
- Publisher
- 대한건축학회
- Keywords
- 박판 탄소강; 볼트접합부; 블록전단파단; 면외변형; 최대내력; Thin-walled Carbon Steel; Bolted Connection; Block Shear Fracture; Curling; Ultimate Strength
- Citation
- 대한건축학회논문집 구조계, v.25, no.04, pp 27 - 34
- Pages
- 8
- Indexed
- KCI
FOREIGN
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 25
- Number
- 04
- Start Page
- 27
- End Page
- 34
- ISSN
- 1226-9107
- Abstract
- The purpose of this experimental study is to investigate the curling influence on structural behavior of single shear bolted connection of thin-walled carbon steel fabricated with four bolts. The end distance parallel to the loading direction is considered as main variables. The curling also occurred in this carbon steel connections with a long end distance and edge distance as the previous research regarding cold-formed stainless steel bolted connections. Furthermore, the ultimate strength and failure mechanism of test results were compared with those of current design standards such as AIK, AISC, AIJ, NAS and EC3. It is known that all specimens failed by block shear fracture, the curling led to the ultimate strength reduction of thin-walled carbon steel bolted connection and therefore design standards tended to overestimate the ultimate strength.
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Related Researcher
- Kim, Tae Soo
- ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)