Steel and Composite Structures

  • 제20권1호
  • /
  • Pages.185-203
  • /
  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance of shear connectors at elevated temperatures - A review

  • Shahabi, S.E.M. (Department of Civil Engineering, University of Malaya) ;
  • Sulong, N.H. Ramli (Department of Civil Engineering, University of Malaya) ;
  • Shariati, M. (Department of Civil Engineering, University of Malaya) ;
  • Shah, S.N.R. (Department of Civil Engineering, University of Malaya)
  • 투고 : 2015.02.26
  • 심사 : 2015.07.20
  • 발행 : 2016.01.20
⟨ 이전 논문 다음 논문 ⟩

초록

Shear connectors are key components to ensure the efficient composite action and satisfactory transfer of shear forces at the steel-concrete interface in composite beams. Under hazardous circumstances, such as fire in a building, the performance of a composite beam significantly relies on the performance of shear connectors. Studies on the behavior of shear connectors subjected to elevated temperatures performed in the last decade are reviewed in this paper. The experimental testing of push-out specimens, the design approaches provided by researchers and different codes, the major failure modes, and the finite element modeling of shear connectors are highlighted. The critical research review showed that the strength of a shear connector decreases proportionally with the increase in temperature. Compared with the volume of work published on shear connectors at ambient temperatures, a few studies on the behavior of shear connectors under fire have been conducted. Several areas where additional research is needed are also identified in this paper.

키워드

과제정보

연구 과제 주관 기관 : University of Malaya Higher Impact Research (HIR)

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