Advances in concrete construction

  • 제3권3호
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  • Pages.237-250
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  • 2015
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

SFRHPC interior beam-column-slab joints under reverse cyclic loading

  • Ganesan, N. (Department of Civil Engineering, National Institute of Technology Calicut) ;
  • Nidhi, M. (Department of Civil Engineering, National Institute of Technology Calicut) ;
  • Indira, P.V. (Department of Civil Engineering, National Institute of Technology Calicut)
  • 투고 : 2015.09.30
  • 심사 : 2015.12.23
  • 발행 : 2015.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Beam-column joints are highly vulnerable locations which are to be designed for high ductility in order to take care of unexpected lateral forces such as wind and earthquake. Previous investigations reveal that the addition of steel fibres to concrete improves its ductility significantly. Also, due to presence of slab the strength and ductility of the beam increases considerably and ignoring the effect of slab can lead to underestimation of beam capacity and defiance of strong column weak beam concept. The influence of addition of steel fibres on the strength and behaviour of steel fibre reinforced high performance concrete (SFRHPC) interior beam-column-slab joints was investigated experimentally. The specimens were subjected to reverse cyclic loading. The variable considered was the volume fraction of crimped steel fibres i.e., 0%, 0.5% and 1.0%. The results show that the addition of steel fibres improves the first crack load, strength, ductility, energy absorption capacity and initial stiffness of the beam.

키워드

참고문헌

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피인용 문헌

  1. Spatial nonlinear simulation analysis of progressive collapse resistance of R.C. frame structure under different seismic precautionary vol.34, pp.2, 2015, https://doi.org/10.3233/jifs-169395
  2. Flexural strengthening of RC one way solid slab with Strain Hardening Cementitious Composites (SHCC) vol.9, pp.5, 2020, https://doi.org/10.12989/acc.2020.9.5.511