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http://dx.doi.org/10.7781/kjoss.2013.25.6.659

Ultimate Strength Estimation of Ferritic Stainless Steel Single Shear Bolted Connections Fastened with Four Bolts  

Kim, Ji Hun (Construction Team, Kumsung Baekjoe)
Kim, Tae Soo (Department of Architectural Engineering, Hanbat National University)
Kang, Hyun Sik (Department of Architectural Engineering, GyeongNam National University of Science and Technology)
Publication Information
Journal of Korean Society of Steel Construction / v.25, no.6, 2013 , pp. 659-669 More about this Journal
Abstract
The purpose of this study is to investigate the ultimate strength and curling influence using finite element analysis based on the previous test results of ferritic stainless steel bolted connections. Results obtained from finite element analysis (FEA) were compared with those of test results and the validity of numerical modeling was verified. The conditions of curing occurrence for edge/end distance were investigated and ultimate strength reduction ratio caused by curling was estimated quantitatively. Moreover, the ultimate behaviors such as fracture mode and ultimate strength by FEA were compared with those predicted by current design specifications such as AISC, KBC2009, AIJ and AISI.
Keywords
ferritic stainless steel; bolted connection; curling; ultimate strength; design code; finite element analysis;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
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