Advances in concrete construction

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Effect of parameters on the tensile behaviour of textile-reinforced concrete composite: A numerical approach

  • Tien M. Tran (Department of Mechanisms of Materials, Hanoi University of Mining and Geology (HUMG)) ;
  • Hong X. Vu (Laboratoire des Materiaux Composites pour la Construction LMC2, Universite de LYON, Universite Claude Bernard LYON 1) ;
  • Emmanuel Ferrier (Laboratoire des Materiaux Composites pour la Construction LMC2, Universite de LYON, Universite Claude Bernard LYON 1)
  • Received : 2022.08.08
  • Accepted : 2023.10.31
  • Published : 2023.08.25
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Abstract

Textile-reinforced concrete composite (TRC) is a new alternative material that can satisfy sustainable development needs in the civil engineering field. Its mechanical behaviour and properties have been identified from the experimental works. However, it is necessary for a numerical approach to consider the effect of the parameters on TRC's behaviour with lower analysis duration and cost related to the experiment. This paper presents obtained results of the numerical modelling for TRC composite using the cracking model for the cementitious matrix in TRC. As a result, the TRC composite exhibited a strain-hardening behaviour with the cracking phase characterized by the drops in tensile stress on the stress-strain curve. This model also showed the failure mode by multi-cracking on the TRC specimen surface. Furthermore, the parametric studies showed the effect of several parameters on the TRC tensile behaviour, as the reinforcement ratio, the length and position of the deformation measurement zone, and elevated temperatures. These numerical results were compared with the experiment and showed a remarkable agreement for all cases of this study.

Keywords

Acknowledgement

This research has been performed with the support of LMC2 laboratory for the experimental and numerical works and with financial support of the Ministry of Education and Training of Vietnam to the first author, Grant No. B2021-MDA-10.

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