MISCELLANEOUS
EFFECT OF STEEL FIBER AND GLASS FIBER ON MECHANICAL PROPERTIES OF HIGH STRENGTH CONCRETE
NITIN VERMA1, HEMANT KUMAR2, Dr.
A. K. JAIN3
1, 2 M. Tech. Scholar, Department of Civil and Environmental
Engineering, National Institute of Technical
Teachers Training and Research, Bhopal (M.P.) India
3Professor & Head, Department of Civil and
Environmental Engineering, National Institute of Technical
Teachers Training and Research, Bhopal (M.P.) India
ABSTRACT
Fibers are generally used as resistrance of cracking
and strengthening of concrete. This paper present the effects of crimped steel fibers
and alkali resistance glass fibers on the mechanical properties of concrete. Experimental
programme consist of conducting compressive strength test, flexural strength
test and splite tensile strength on hybrid reinforced concrete. Two types of
fibers used are crimped steel fiber of length 45mm with aspect ratio 50 and
glass fiber of length 12 mm with aspect ratio 857.1. The main aim of this
experiment is to study the strength properties of hybrid reinforced concrete of
M20 grade with 0.2%, 0.25%, 0.30%, 0.35% of glass fiber containing by weight of
cement and 0.40%, 0.45%, 0.50%, 0.55% of steel fibers containing by volume of
concrete. From the experimental results it was observed that samples containing
steel and glass fibers showed enhanced properties compared to the normal
specimen.
Keywords: Crimped
Steel Fibre, Glass Fibers, Flexural Strength, Compressive Strength, Splite
tensile Strength Hybrid Fiber Reinforced Concrete
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