Structural Engineering and Mechanics

  • 제62권4호
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  • Pages.443-453
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  • 2017
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A piecewise linear transverse shear transfer model for bolted side-plated beams

  • Li, Ling-Zhi (Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University) ;
  • Jiang, Chang-Jiu (Research Institute of Structural Engineering and Disaster Reduction, College of Civil Engineering, Tongji University) ;
  • Su, Ray Kai-Leung (Department of Civil Engineering, The University of Hong Kong) ;
  • Lo, Sai-Huen (Department of Civil Engineering, The University of Hong Kong)
  • 투고 : 2015.04.21
  • 심사 : 2017.03.09
  • 발행 : 2017.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

The performance of bolted side-plated (BSP) beams is affected by the degree of transverse partial interaction, which is a result of the interfacial slip caused by transverse shear transfer between the bolted steel plates and the reinforced concrete beams. However, explicit formulae for the transverse shear transfer profile have yet to be derived. In this paper, a simplified piecewise linear shear transfer model was proposed based on force superposition principle and simplification of shear transfer profiles derived from a previous numerical study. The magnitude of shear transfer was determined by force equilibrium and displacement compatibility condition. A set of design formulae for BSP beams under several basic load cases was also derived. Then the model was verified by test results. A worked example was also provided to illustrate the application of the proposed design formulae. This paper sheds some light on the shear force transfer mechanism of anchor bolts in BSP beams, and offers a practical method to evaluate the influence of transverse partial interaction in strengthening design.

키워드

과제정보

연구 과제 주관 기관 : University of Hong Kong

참고문헌

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