Publication: Effect of Surface Modification and Fibre Content on the Mechanical Properties of Coconut Fibre Reinforced Concrete
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Article
Date
2020-09
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https://www.scientific.net/
Abstract
. In the past few decades, concrete has been the most widely used material for structural
applications in the world and uses steel reinforcement as aide to meet the flexural, tensile and ductility
demands required of concrete structures. Manufacturing of concrete and steel reinforced concrete
structures is associated with millions of tons of carbon dioxide emissions and mineral waste. This
activity is also responsible for the depletion of a large number of non-renewable resources.
Reinforcing steel is also a high cost material, consumes a lot of energy in its production.
Consequently, the use of natural fibres as an alternative for steel reinforcement is widely investigated,
to promote the use of sustainable concrete structures. This study aims to investigate the effect on
durability, flexural, compressive, tensile properties, and workability of concrete by incorporating coir
fibre at varying fibre content to find the fibre content which gives optimum results. The fibre contents
used were 0%, 0.5%, 1.0%, 1.5% and 2.0% by weight of cement. Furthermore, the effect of modifying
the surface of the coir fibres by alkali treatment (i.e. 5 wt.% NaOH solution) and coating the fibres
with epoxy paint and polyurethane varnish on coir fibre reinforced concrete (CFRC) were also
investigated. Tests conducted on the CFRC specimens included slump test and flexural, compressive
and tensile strength tests. Water absorption and sorptivity tests were also conducted to investigate the
durability. Slump (workability) and unit weight reduced with an increase in fibre content. The surface
modification methods used, had resulted in an increased workability and a reduced unit-weight. A
coconut fibre content of 1% produced the best combination of flexural, tensile and compressive
properties. Water absorption and sorption rate per unit time, increased with an increase of coir fibre
content. It is also found that epoxy paint and alkali treatment of the fibres has a positive effect on the
mechanical strength properties and also the durability and workability of the CFRC specimens.
However, polyurethane varnish coating had a detrimental effect on the mechanical strength properties
of the CFRC specimens.
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Keywords
Coir Fibres, Concrete, Mechanical Strength properties, Fibre content, Surface Modification, Alkali treatment, Epoxy, Polyurethane Varnish
