Effect of Fibre Hybridization on Compressive Strength, Split Tensile Strength and Water Permeability of SFRC

• Main Authors: M P Singh, S P Singh, A P Singh
• Format: Article
• Language: English
• Published: Mouloud Mammeri University of Tizi-Ouzou 2014-09-01
• Series: Journal of Materials and Engineering Structures
• Online Access: http://revue.ummto.dz/index.php/JMES/article/view/193

The paper presents results of an investigation conducted to study the compressive strength, split tensile strength and water permeability of fibre concrete mixes containing steel fibres in mono, binary and ternary combinations. Steel fibres of different lengths i.e. 12.5 mm, 25 mm and 50 mm having constant diameter of 0.6 mm were used to obtain mono, binary and ternary combinations. A reference concrete mix with no fibres was also used for comparison purpose. The total fibre volume fraction was kept at 1.0% in all the mixes. Compressive strength, split tensile strength and water permeability tests were conducted of specimens of size 100 x 100 x 100 mm after 28 days of curing.  It has been observed that a fibre combination of 33% 12.5 mm + 33% 25 mm + 33% 50 mm long fibres can be adjudged as the most appropriate combination to be employed  in HySFRC for compressive strength, split tensile strength and water permeability.