Effect of Chopped Fibres Addition on the Behaviour of a New Textile Reinforced Concrete Under Flexural Loading

Authors

  • Fatma Bouzeboudja  Laboratory of Modeling Civil Engineering Materials and Structures (L2MSGC) , University Mouloud Mammeri of Tizi Ouzou, Tizi Ouzou 15000, Algeria
  • Abdelmadjid Si Salem  Civil Engineering Department, University Mouloud Mammeri of Tizi Ouzou, Tizi Ouzou 15000, Algeria
  • Chafika Ali Ahmed  Civil Engineering Department, University Mouloud Mammeri of Tizi Ouzou, Tizi Ouzou 15000, Algeria

Keywords:

Textile Reinforced Concrete, Glass fibre, Choppedfibres, Bending, Compression.

Abstract

Advances in the construction manufacturing have led to the development of innovative structural systems to reduce the structures weight. Accordingly, Textile Reinforced Concrete (TRC) as a technology that uses fibre reinforcement grids for strengthen concrete structures, notably glass and carbon fibres was introduced. Indeed, researchers have integrated these fibres within the concrete matrix to reduce cracking and improve flexibility. Compared to traditional concrete reinforcement methods, TRC offers several advantages, notably high corrosion resistance and flexibility. In this respect, the present work presents the results of an experimental study on the behaviour of high - performance mortar specimens reinforced by glass fibre grids. The effect of short glass fibres addition with 0.25, 0.5 and 0.75 was deeply studied under axial compression and four-point bending. The obtained results showed that the addition of short fibres within the mortar significantly improves the performances of the TRC, especially the structural ductility.

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Published

2023-12-24

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Section

Research Articles

How to Cite

[1]
Fatma Bouzeboudja, Abdelmadjid Si Salem, Chafika Ali Ahmed "Effect of Chopped Fibres Addition on the Behaviour of a New Textile Reinforced Concrete Under Flexural Loading" International Journal of Scientific Research in Science and Technology(IJSRST), Online ISSN : 2395-602X, Print ISSN : 2395-6011,Volume 10, Issue 14, pp.01-10, November-December-2023.