Advances in concrete construction

  • 제8권2호
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  • Pages.91-100
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  • 2019
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Behavior of repaired RAC beam-column joints using steel welded wire mesh jacketed with cement mortar

  • 투고 : 2018.07.23
  • 심사 : 2019.03.30
  • 발행 : 2019.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper three damaged exterior RC beam-column joints made of recycled aggregate concrete (RAC) were repaired. The aim of the study was to restore back the lost capacity of the beam-column joint to the original state or more. A relatively cheap material locally available galvanized steel welded wire mesh (GSWWM) of grid size 25 mm was used to confine the damaged region and then jacketed with cement mortar. Repaired specimens were also subjected to similar cyclic displacement as those of unrepaired specimens. Seismic parameters such as load carrying capacity, ductility, energy dissipation, stiffness degradation etc. were analyzed. Results show that repaired specimens exhibited better seismic performance and hence the adopted repairing strategies could be considered as satisfactory. These findings would be helpful to the field engineers to adopt a suitable rapid and cost efficient repairing technique for restoring the damaged frame structural joints for post earthquake usage.

키워드

참고문헌

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피인용 문헌

  1. Behaviour of RC beam-column joint with varying location of construction joints in the column vol.20, pp.1, 2021, https://doi.org/10.12989/eas.2021.20.1.029