Earthquakes and Structures

  • 제18권1호
  • /
  • Pages.113-127
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  • 2020
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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Experimental evaluation of external beam-column joints reinforced by deformed and plain bar

  • Adibi, Mahdi (School of Civil Engineering, College of Engineering, University of Bojnord) ;
  • Shafaei, Jalil (Faculty of Civil Engineering, Shahrood university of technology) ;
  • Aliakbari, Fatemeh (School of Civil Engineering, College of Engineering, University of Bojnord)
  • 투고 : 2018.01.30
  • 심사 : 2019.09.13
  • 발행 : 2020.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, the behavior of external beam-column joints reinforced by plain and deformed bars with non-seismic reinforcement details is investigated and compared. The beam-column joints represented in this study include a benchmark specimen by seismic details in accordance with ACI 318M-11 requirements and four other deficient specimens. The main defects of the non-seismic beam-column joints included use of plain bar, absence of transverse steel hoops, and the anchorage condition of longitudinal reinforcements. The experimental results indicate that using of plain bars in non-seismic beam-column joints has significantly affected the failure modes. The main failure mode of the non-seismic beam-column joints reinforced by deformed bars was the accumulation of shear cracks in the joint region, while the failure mode of the non-seismic beam-column joints reinforced by plain bars was deep cracks at the joint face and intersection of beam and column and there was only miner diagonal shear cracking at the joint region. In the other way, use of plain bars for reinforcing concrete can cause the behavior of the substructure to be controlled by slip of the beam longitudinal bars. The experimental results show that the ductility of non-seismic beam-column joints reinforced by plain bars has not decreased compared to the beam-column joints reinforced by deformed bars due to lack of mechanical interlock between plain bars and concrete. Also it can be seen a little increase in ductility of substructure due to existence of hooks at the end of the development length of the bars.

키워드

참고문헌

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