스테인레스강(STS304) 박판 일면전단 볼트 접합부의 거동에 관한 실험적 연구An Experimental Study on Behavior of Single Shear Bolted Connections with Thin-walled Stainless Steel
- Other Titles
- An Experimental Study on Behavior of Single Shear Bolted Connections with Thin-walled Stainless Steel
- Authors
- 김태수; 정하영; 김민성; 임진성
- Issue Date
- May-2010
- Publisher
- 대한건축학회
- Keywords
- Thin-walled Steel; Austenitic Stainless Steel; Bolted Connection; Curling; Ultimate Strength; 박판 탄소강; 오스테나이트 스테인레스강; 볼트접합부; 면외변형; 최대내력
- Citation
- 대한건축학회논문집 구조계, v.26, no.05, pp 11 - 18
- Pages
- 8
- Indexed
- KCI
- Journal Title
- 대한건축학회논문집 구조계
- Volume
- 26
- Number
- 05
- Start Page
- 11
- End Page
- 18
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/119289
- ISSN
- 1226-9107
- Abstract
- Recently, the usage of stainless steel in buildings and civil structures has been increased gradually with the global need for sustainability in structures for the reduction of green house gas emission, which is suspected to be the cause of global warming. Especially, this paper is aiming at investigating the ultimate behaviors such as ultimate strength and fracture mode of single shear bolted connection of thin-walled austenitic stainless steel. Bolt arrangement, plate thickness and end distance parallel to the loading direction are considered as main variables. The curling also occurs in the connections with a long end distance and edge distance as the previous researches. Due to curling, fracture modes of connections with same bolt arrangement and end distance are different and ultimate strength reduction is caused. Moreover, development of curling and change of strain value are investigated with the increase of enforced displacement.
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