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http://dx.doi.org/10.1007/s40069-016-0146-7

Review of Design Flexural Strengths of Steel-Concrete Composite Beams for Building Structures  

Chung, Lan (Department of Architectural Engineering, Dankook University)
Lim, Jong-Jin (Department of Architectural Engineering, Dankook University)
Hwang, Hyeon-Jong (College of Civil Engineering, Hunan University)
Eom, Tae-Sung (Department of Architectural Engineering, Dankook University)
Publication Information
International Journal of Concrete Structures and Materials / v.10, no.sup3, 2016 , pp. 109-121 More about this Journal
Abstract
Recently, as the use of high-performance materials and complex composite methods has increased, the need for advanced design specifications for steel-concrete composite structures has grown. In this study, various design provisions for ultimate flexural strengths of composite beams were reviewed. Design provisions reviewed included the load and resistance factor design method of AISC 360-10 and the partial factor methods of KSSC-KCI, Eurocode 4 and JSCE 2009. The design moment strengths of composite beams were calculated according to each design specification and the variation of the calculated strengths with design variables was investigated. Furthermore, the relationships between the deformation capacity and resistance factor for flexure were examined quantitatively. Results showed that the design strength and resistance factor for flexure of composite beams were substantially affected by the design formats and variables.
Keywords
composite beam; flexural strength; partial factor method; load and resistance factor method; composite structure;
Citations & Related Records
Times Cited By KSCI : 7  (Citation Analysis)
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