Journal of Materials and Engineering Structures
Volume 1, Numéro 2, Pages 110-117
2014-09-01
Authors : Singh M P . Singh S P . Singh A P .
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.
Fibre reinforced concrete; Hybrid steel fibre reinforced concrete; Water permeability
Abdulwahab Rasheed
.
Akinleye Tunde Monsuru
.
Taiye Hussein Sahid
.
pages 15-22.
Sihag Parveen
.
Kumar Munish
.
Singh Varun
.
pages 93-103.
Singh Balraj
.
Sihag Parveen
.
Tomar Anjul
.
Sehgad Ankush
.
pages 583-892.
Bhaskar Jitendra
.
Singh Vinay Kumar
.
pages 50-55.
Yadav Jitendra Singh
.
Tiwari Suresh Kumar
.
pages 68-84.