Steel and Composite Structures

  • 제4권3호
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  • Pages.247-263
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  • 2004
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Behaviour evaluation of shear connection by means of shear-connection strips

  • Rovnak, Marian (Technical University of Kosice, Faculty of Civil Engineering) ;
  • Duricova, Antonia (Technical University of Kosice, Faculty of Civil Engineering)
  • 발행 : 2004.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

Comparison of behaviour of shear connections by means of shear-connection strips (perfobond and comb-shaped strips) and headed studs under static and repeated loading, possible failure modes of concrete dowels and ways of the quantitative differentiation of some failure modes are described in the paper. The article presents a review of knowledge resulting from the analysis of shear-connection effects based on tests of perfobond and comb-shaped strips carried out in the laboratories of the Faculty of Civil Engineering of the Technical University of Kosice (TU of Kosice) in Slovakia and their comparison with results obtained by other authors.

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참고문헌

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