Discussion on Steel Fiber Reinforced Concretes
(SFRC)
Volume 2 - Issue 5
İrem Şanal*
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- Department of Civil Engineering, Bahcesehir University, Turkey
*Corresponding author:
İrem Şanal, Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Bahcesehir University,
Istanbul, Turkey
Received: August 07, 2018; Published: August 13, 2018
DOI: 10.32474/TCEIA.2018.02.000146
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Abstract
The use of Steel Fiber Reinforced Concrete (SFRC) has
received a tremendous impulse in the last years in an attempt to
push forward the boundaries of high-end structural applications.
Generally, concrete is characterized by brittle failure, which limits
the application and can be overcome by the inclusion of a small
amount of short randomly distributed fibers (steel, glass, synthetic
and natural) and can be practiced among others that remedy
weaknesses of concrete, such as low ductility, high shrinkage
cracking, low durability, etc.
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