Crack control in textile reinforced cement

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Abstract

Reinforcing a cement with a continuous structure of fibres (called textile reinforced cement) can lead to increased toughness and enhanced tensile strength of the composite. This is obtained through the initiation of multiple cracks within the matrix, and stress transfer between matrix and fibres. Amongst the proposed micromechanical models, the Stochastic Cracking Model is distinguished by a Weibull distribution function for matrix tensile strength and a frictional bond slip between fibres and matrix. A parameter study is performed, showing the influence of the model parameters, of the fibre volume fraction, and of the quality of fibre-matrix stress transfer on the obtained tensile composite behaviour, and on the development and widening of matrix cracks.
Original languageEnglish
Title of host publicationEarly age cracking and serviceability in cement-based materials and structures
EditorsStacquet Stéphanie, Aggelis Dimitrios
Place of PublicationParis
PublisherRILEM
Pages855-860
Volume2
ISBN (Electronic)978-2-35158-198-8
ISBN (Print)978-2-35158-200-8
Publication statusPublished - 2017
Event2nd International RILEM/COST Conference on Early Age Cracking and Serviceability in Cement-based Materials and Structures - Université Libre de Bruxelles - Vrije Universiteit Brussel, Brussels, Belgium
Duration: 12 Sep 201714 Sep 2017
http://www.eac2.be

Conference

Conference2nd International RILEM/COST Conference on Early Age Cracking and Serviceability in Cement-based Materials and Structures
Abbreviated titleEAC2
Country/TerritoryBelgium
CityBrussels
Period12/09/1714/09/17
Internet address

Keywords

  • Textile reinforced cement
  • stochastic cracking model
  • crack width
  • constitutive behaviour

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