Structural Engineering and Mechanics

  • 제5권5호
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  • Pages.553-563
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  • 1997
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Transverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams

  • Oehlers, D.J. (Department of Civil & Environmental Engineering, The University of Adelaide) ;
  • Nguyen, N.T. (Department of Civil & Environmental Engineering, The University of Adelaide) ;
  • Ahmed, M. (Department of Civil & Environmental Engineering, The University of Adelaide) ;
  • Bradford, M.A. (Department of Structural Engineering, University of New South Wales)
  • 발행 : 1997.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

A procedure is being developed for bolting plates to the sides of existing reinforced concrete beams to strengthen and stiffen them. Unlike standard composite steel and concrete beams in which there is longitudinal-partial-interaction at the steel/concrete interface (that is slip along the length of the beam), composite bolted side-plated reinforced-concrete beams are unique in that they also exhibit transverse-partial-interaction, that is slip transverse to the length of the beam. In this work, the fundamental mathematical models for transverse-partial-interaction and its interaction with longitudinal-partial-interaction are developed. The fundamental models are then further developed to determine the number of connectors required to resist the transverse forces and to limit the degree of transverse-partial-interaction in bolted side-plated reinforced concrete beams.

키워드

참고문헌

  1. Ahmed, M. (1996), "Strengthening of reinforced concrete beams by bolting steel plates to their sides", Masters Thesis, Dept of Civil & Env. Engng., The University of Adelaide, Australia.
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  6. Oehlers D.J. and Bradford (1995), Composite Steel and Concrete Structural Members-Fundamental Behaviour, Pergamon, UK.
  7. Oehlers D.J. and Sved, G. (1995), "Composite beams with limited-slip-capacity shear connectors", J. of Structural Engineering, ASCE, 121(6), 932-938. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(932)
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피인용 문헌

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