Effect of high temperatures on high performance steel fibre reinforced concrete

By Alan Kin-Tak Lau, M. Anson. 2006

402 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/115cc50e9b656273d17811e282ac2f68b2cf6912

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In Civil and Structural Engineering

Citations in the corpus

Study on residual behaviour and flexural toughness of fibre cocktail reinforced self compacting high performance concrete after exposure to high temperature (2011, background): “Steel fibre (SF) can be used to improve the toughness of concrete obviously and polypropylene (PP) fibre can reduce the spalling [9,10,16–22].”
Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures (2014, background): “It has been shown that the color change in the specimens is associated with the chemical and physical changes experienced by the concrete after exposure to high temperatures [31, 52-53].”
High-performance fiber-reinforced concrete: a review (2016, background): “[41] Lau A, Anson M (2006) Effect of high temperatures on high performance steel fibre reinforced concrete.”
Effect of elevated temperatures and cooling regimes on normal strength concrete (2009, neutral): “Initially, research was focused on the chemical and physical changes within the concrete, such as the decomposition of calcium hydroxide (Ca(OH)2), the incompatibility at the aggregate–cement paste boundary and the crystal transformation of quartz (SiO2) [9].”
Effect of elevated temperature on the mechanical properties of concrete produced with finely ground pumice and silica fume (2010, background): “Many studies have been carried out to investigate the effect of the elevated temperature on different concrete specimens, for example studying the response of high-strength concrete to elevated temperature [6–10], the effect of high temperature on concrete reinforced with steel and polypropylene fib”