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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.31 No.1
- 발행연도
- 2019.1
- 수록면
- 1 - 12 (12page)
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초록· 키워드
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Steel-concrete composite walls have been proposed and developed for applications in various types of structures. The double-skin profiled composite walls, as a natural development of composite flooring, provide structural and architectural merits. However, adequate intermediate fasteners between profiled steel plates and concrete core are required to fully mobilize the composite action and to improve the structural behavior of the wall. In this research, two new types of fasteners (i.e., threaded rods and vertical plates) were proposed and three specimens with different fastener types or fastener arrangements were tested under axial compression. The experimental results were evaluated in terms of failure modes, axial load versus axial displacement response, strength index, ductility index, and load-strain relationship. It was found that specimen with symmetrically arranged thread rods sustained more stable axial strain than that with staggered arranged threaded rods. Meanwhile, vertical plates are more suitable for practical use since they provide stronger confinement to profiled steel plate and effectively prevent the steel plate from early local buckling, which eventually enhance the composite action and increase the axial compressive capacity of the wall. The calculation methods were then proposed and good agreement was observed between the test results and the predicted results.
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참고문헌 (48)
참고문헌 신청
2016 / AISC 360-16, Specification for structural steel buildings / American Institute of Steel Construction
Aykac, S. / 2014 / Strengthening of hollow brick infill walls with perforated steel plates / Earthq. Struct., Int. J 6(2):181~199
Bqczkiewicz, J. / 2018 / Experimental and numerical study on temperature distribution of square hollow section joints / J. Constr. Steel Res 142:31~43
2004 / CECS 159, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
최종윤 / 2018 / Direct strength method for high strength steel welded section columns / Steel and Composite Structures, An International Journal 29(4):509~526
Aykac, S. / 2014 / Strengthening of hollow brick infill walls with perforated steel plates / Earthq. Struct., Int. J 6(2):181~199
Bqczkiewicz, J. / 2018 / Experimental and numerical study on temperature distribution of square hollow section joints / J. Constr. Steel Res 142:31~43
2004 / CECS 159, Technical specification for structures with concrete-filled rectangular steel tube members / China Association for Engineering Construction Standardization
최종윤 / 2018 / Direct strength method for high strength steel welded section columns / Steel and Composite Structures, An International Journal 29(4):509~526
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