Authors :
Ogunjiofor I. Emmanuel; Eke C. Prince; Okeke C. Sunday
Volume/Issue :
Volume 9 - 2024, Issue 11 - November
Google Scholar :
https://tinyurl.com/yc84k5ah
Scribd :
https://tinyurl.com/mu74vyen
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24NOV1024
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
This research investigates the structural
performance of micro-reinforced concrete utilizing
coconut fiber as an eco-friendly reinforcement material.
The objective was to understand how varying percentages
of coconut fiber impact the workability, tensile strength,
and compressive strength of concrete. The study involved
a series of tests, including sieve analysis, slump tests,
tensile strength tests, and compressive strength tests, to
evaluate the mechanical properties of the fiber-reinforced
concrete.The findings revealed that the addition of
coconut fiber reduced workability, as shown by the slump
test results. The control mix (0% fiber) recorded a slump
value of 130 mm, while the mix containing 1.5% fiber had
a significantly lower slump value of 20 mm. Tensile
strength improved notably with the inclusion of fibers,
with the 1.5% fiber mix achieving a peak tensile strength
of 4.0 MPa at 28 days of curing. In contrast, compressive
strength decreased as fiber content increased; the control
mix had the highest compressive strength of 19.0 N/mm2 at
28 days, while the 1.5% fiber mix recorded a lower value
of 8.45 N/mm2, primarily due to increased voids and fiber
clumping.Despite the reduction in compressive strength,
coconut fiber demonstrated potential as a sustainable
reinforcement material, particularly for applications
prioritizing tensile strength. The study suggests optimizing
mix design to balance workability and performance,
employing fiber treatment techniques to enhance bonding,
and conducting further research on long-term durability.
Keywords :
Coconut Fiber, Sustainable Concrete, Tensile Strength, Compressive Strength, Fiber-Reinforced Concrete.
References :
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This research investigates the structural
performance of micro-reinforced concrete utilizing
coconut fiber as an eco-friendly reinforcement material.
The objective was to understand how varying percentages
of coconut fiber impact the workability, tensile strength,
and compressive strength of concrete. The study involved
a series of tests, including sieve analysis, slump tests,
tensile strength tests, and compressive strength tests, to
evaluate the mechanical properties of the fiber-reinforced
concrete.The findings revealed that the addition of
coconut fiber reduced workability, as shown by the slump
test results. The control mix (0% fiber) recorded a slump
value of 130 mm, while the mix containing 1.5% fiber had
a significantly lower slump value of 20 mm. Tensile
strength improved notably with the inclusion of fibers,
with the 1.5% fiber mix achieving a peak tensile strength
of 4.0 MPa at 28 days of curing. In contrast, compressive
strength decreased as fiber content increased; the control
mix had the highest compressive strength of 19.0 N/mm2 at
28 days, while the 1.5% fiber mix recorded a lower value
of 8.45 N/mm2, primarily due to increased voids and fiber
clumping.Despite the reduction in compressive strength,
coconut fiber demonstrated potential as a sustainable
reinforcement material, particularly for applications
prioritizing tensile strength. The study suggests optimizing
mix design to balance workability and performance,
employing fiber treatment techniques to enhance bonding,
and conducting further research on long-term durability.
Keywords :
Coconut Fiber, Sustainable Concrete, Tensile Strength, Compressive Strength, Fiber-Reinforced Concrete.