Abstract
Fibre-reinforced concrete (FRC) allows reduction in, or substitution of, steel-bars to reinforce concrete and led to the commonly named structural FRC, with steel fibres being the most widespread. Macro-polymer fibres are an alternative to steel fibres, being the main benefits: chemical stability and lower weight for analogous residual strengths of polyolefin-fibre-reinforced concrete (PFRC). Furthermore, polyolefin fibres offer additional advantages such as safe-handling, low pump-wear, light weight in transport and storage, and an absence of corrosion. Other studies have also revealed environmental benefits. After 30 years of research and practice, there remains a need to review the opportunities that such a type of fibre may provide for structural FRC. This study seeks to show the advances and future challenges of use of these polyolefin fibres and summarise the main properties obtained in both fresh and hardened states of PFRC, focussing on the residual strengths obtained from flexural tensile tests.
Subject
Mechanics of Materials,General Materials Science,Building and Construction
Reference117 articles.
1. Concrete construction engineering handbook;Nawy;2ed,2008
2. 2. Romualdi, James P.; Batson, G. B. (1963) Behavior of reinforced concrete beams with closely spaced reinforcement. ACI J. Proc.. 60, 6.
3. 3. Romualdi, James P.; Mandel, James A. (1964) Tensile Strength of concrete Affected by Unigormly Distributed and Closely Spaced Short Lengths of wire Reinforcement, ACI J. Proc 61(6), 1964.
4. 4. ACI Committee 544, ACI 544.3R-08. Guide for specifying, proportioning, and production of fiber reinforced concrete, Farmington Hills: American Concrete Institute, 2008.
5. 5. Fib Model Code, Paris: Fédération Internationale du Béton fib/International Federation for Structural Concrete, 2010.
Cited by
12 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献