Computers and Concrete

  • 제18권2호
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  • Pages.215-233
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  • 2016
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Parametrical study of the behavior of exterior unreinforced concrete beam-column joints through numerical modeling

  • Silva, Matheus F.A. (University of Sao Paulo, Department of Structures) ;
  • Haach, Vladimir G. (University of Sao Paulo, Department of Structures)
  • 투고 : 2016.01.12
  • 심사 : 2016.04.15
  • 발행 : 2016.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

Exterior beam-column joints are structural elements that ensure connection between beams and columns. The joint strength is generally assumed to be governed by the structural element of lowest load capacity (beam or column), however, the joint may be the weakest link. The joint shear behavior is still not well understood due to the influence of several variables, such as geometry of the connection, stress level in the column, concrete strength and longitudinal beam reinforcement. A parametrical study based only on experiments would be impracticable and not necessarily exposes the failure mechanisms. This paper reports on a set of numerical simulations conducted in DIANA$^{(R)}$ software for the investigation of the shear strength of exterior joints. The geometry of the joints and stress level on the column are the variables evaluated. Results have led to empirical expressions that provide the shear strength of unreinforced exterior beam-column joints.

키워드

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피인용 문헌

  1. Behaviour of recycled aggregate concrete beam-column connections in presence of PET fibers at the joint region vol.21, pp.6, 2016, https://doi.org/10.12989/cac.2018.21.6.669
  2. Rehabilitation of exterior RC beam-column connections using epoxy resin injection and galvanized steel wire mesh vol.16, pp.3, 2016, https://doi.org/10.12989/eas.2019.16.3.253
  3. Behavior of repaired RAC beam-column joints using steel welded wire mesh jacketed with cement mortar vol.8, pp.2, 2019, https://doi.org/10.12989/acc.2019.8.2.091