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Computational modelling of real structures made of Strain-hardening Cement-based Composites

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  • Vorel, Jan
  • Boshoff, W.P.

Abstract

Fibre reinforced cement-based composites is a large group of composites with a variety of properties. The purpose of adding fibres is to overcome the brittleness of the concrete by improving the post-cracking behaviour and enhancing ductility. This paper deals with the group Strain-hardening Cement-based Composites (SHCC) which exhibits excellent mechanical behaviour showing tensile strain-hardening and multiple fine cracks. The primary objective of the presented research is to verify a developed constitutive model utilised within the nonlinear and sequentially linear framework. Specifically, this paper presents the studies involving the tree-point bending test and the shear behaviour of reinforced SHCC elements tested on beam specimens monotonically loaded by an anti-symmetrical moment.

Suggested Citation

  • Vorel, Jan & Boshoff, W.P., 2015. "Computational modelling of real structures made of Strain-hardening Cement-based Composites," Applied Mathematics and Computation, Elsevier, vol. 267(C), pages 562-570.
    • Handle: RePEc:eee:apmaco:v:267:y:2015:i:c:p:562-570
    DOI: 10.1016/j.amc.2015.01.056
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    References listed on IDEAS

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    1. Peep Miidla (ed.), 2012. "Numerical Modelling," Books, IntechOpen, number 2046, January-J.
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