DOI QR코드

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Numerical simulation of tested reinforced concrete beams strengthened by thin fibre-reinforced cementitious matrix jackets

  • Georgiadi-Stefanidi, K. (Department of Civil Engineering, University of Thessaly) ;
  • Mistakidis, E. (Department of Civil Engineering, University of Thessaly) ;
  • Perdikaris, P. (Department of Civil Engineering, University of Thessaly) ;
  • Papatheocharis, T. (Department of Civil Engineering, University of Thessaly)
  • 투고 : 2010.03.14
  • 심사 : 2010.08.31
  • 발행 : 2010.12.25

초록

The paper presents a study on the numerical simulation of the behaviour of conventional reinforced concrete (RC) beams strengthened by thin fibre-reinforced cementitious matrix (FRCM) jackets. The study covers the cases of retrofitting RC beams with or without stirrups with jackets reinforced with longitudinal and transverse steel reinforcement or with light wire mesh. The strengthened RC beams to be modelled were tested under static monotonic and fully reversing cyclic loading. The numerical results show that the numerical model used predicted quite well the experimental results.

키워드

참고문헌

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피인용 문헌

  1. Numerical modelling of the pull-out response of inclined hooked steel fibres vol.3, pp.2, 2015, https://doi.org/10.12989/acc.2015.3.2.127
  2. Repair of Heavily Damaged RC Beams Failing in Shear Using U-Shaped Mortar Jackets vol.9, pp.6, 2019, https://doi.org/10.3390/buildings9060146