Fibre Cocktail to Improve Fire Resistance

2016 ◽  
Vol 711 ◽  
pp. 480-487
Author(s):  
György L. Balázs ◽  
Olivér Czoboly

Favourable experience with fibre reinforced concrete (FRC) resulted in its increasing use worldwide. The properties of fibre reinforced concrete are mostly influenced by the type and the amount of fibres. Our experimental study was directed to the possible improvements of the residual flexural strength and the properties of concrete exposed to high temperatures with different fibre cocktails including steel, micro polymer or cellulose fibres. The influence of type and amount of fibres on residual flexural strength in cold state were tested after 300, 500 or 800 °C temperature loading.

2010 ◽  
Vol 150-151 ◽  
pp. 825-828
Author(s):  
Yan Wang ◽  
Di Tao Niu ◽  
Yuan Yao Miao ◽  
Nai Qi Jiao

The concrete microstructure can affect its macroscopic properties, such as the strength and durability, etc. Based on the experimental study of cube compressive strength of steel fibre reinforced concrete, splitting tensile strength, flexural strength, and using by mercury intrusion method to test the pore structure of steel fibrous, this paper analyzes the influence of fibre on concrete pore structure. And then on mechanical properties of concrete from microcosmic perspective.


2017 ◽  
pp. 73-79
Author(s):  
Tretyakov Alexey ◽  
Tkalenko Illia ◽  
Wald František ◽  
Novak Josef ◽  
Stefan Radek ◽  
...  

2009 ◽  
Vol 43 (7) ◽  
pp. 1009-1023 ◽  
Author(s):  
Stephanie J. Barnett ◽  
Jean-Francois Lataste ◽  
Tony Parry ◽  
Steve G. Millard ◽  
Marios N. Soutsos

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