Structural Engineering and Mechanics

  • 제7권4호
  • /
  • Pages.413-432
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  • 1999
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Modelling of shear deformation and bond slip in reinforced concrete joints

  • Biddah, Ashraf (Department of Civil Engineering, McMaster University) ;
  • Ghobarah, A. (Department of Civil Engineering, McMaster University)
  • 발행 : 1999.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

A macro-element model is developed to account for shear deformation and bond slip of reinforcement bars in the beam-column joint region of reinforced concrete structures. The joint region is idealized by two springs in series, one representing shear deformation and the other representing bond slip. The softened truss model theory is adopted to establish the shear force-shear deformation relationship and to determine the shear capacity of the joint. A detailed model for the bond slip of the reinforcing bars at the beam-column interface is presented. The proposed macro-element model of the joint is validated using available experimental data on beam-column connections representing exterior joints in ductile and nonductile frames.

키워드

참고문헌

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