Loading article...
Loading article...
Stream/Area:
-
Subject:
-
Paper ID:
IJSREM62416
Volume:
10 |
5 |
May 2026
Pages:
1-6
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Mechanical engineering
R.V.R. & J.C. College of Engineering
Mechanical engineering
R.V.R. & J.C. College of Engineering
Mechanical engineering
R.V.R. & J.C. College of Engineering
Mechanical engineering
R.V.R. & J.C. College of Engineering
The growing emphasis on ecological responsibility and cost-conscious material design has spurred considerable research into polymer composites reinforced with natural and industrial-waste constituents. The present study examines the mechanical and tribological behaviour of epoxy composites hybridised with chopped coconut sheath fibre and fly ash particulates. A total of eleven composite variants were prepared via the hand lay-up process — five single-reinforcement grades (C1–C5) and five hybrid grades (HC1–HC5) — by incrementally varying combined fibre and filler volume fractions from 10% to 40%, with a plain epoxy specimen serving as the baseline. Mechanical evaluation was carried out in strict conformance with ASTM protocols covering tensile (D3039), flexural (D790), Izod impact (D256), and Vickers micro-hardness (E384) testing. Tribological characterisation employed a pin-on-disk apparatus per ASTM G99, while the Taguchi L9 orthogonal array facilitated systematic optimisation of wear-governing parameters. Experimental outcomes demonstrate that hybrid grade HC4 — formulated with equal 17.5 wt% proportions of coconut sheath fibre and fly ash — delivers the best tensile strength (65.89 MPa) and tensile modulus (7.28 GPa) alongside superior flexural response. Impact toughness and surface hardness register continuous gains through HC5, whereas Taguchi signal-to-noise analysis pinpoints applied contact load as the most influential determinant of wear rate. The results collectively affirm that coupling an agro-waste lignocellulosic fibre with a coal combustion by-product within an epoxy matrix yields composites that are simultaneously sustainable, economical, and mechanically competitive with established synthetic-fibre alternatives.
KEYWORDS
The present work has conducted a comprehensive experimental examination of the mechanical and tribological performance of coconut sheath fibre– and fly ash–reinforced epoxy composites across a range of reinforcement proportions. The principal conclusions drawn from the results are as follows: 1. Coconut sheath fibre serves as an effective reinforcing agent for epoxy matrices, delivering progressive gains in tensile and flexural strength up to a fibre loading of 35 vol% (C4 grade, 63.91 MPa tensile strength), beyond which agglomeration effects reduce performance. 2. Fly ash hybridisation uniformly elevates all mechanical properties examined. The HC-series surpasses the C-series at every reinforcement level, providing direct experimental evidence of synergistic reinforcement from the dual-constituent system. 3. Hybrid grade HC4 (17.5 wt% coconut sheath fibre + 17.5 wt% fly ash) represents the optimal trade-off between reinforcement content and fibre–matrix interfacial quality, attaining the highest tensile strength (65.89 MPa), tensile modulus (7.28 GPa), and peak flexural response among all grades tested. 4. Impact toughness and Vickers hardness increase without interruption from the lowest to the highest reinforcement compositions, confirming that these properties are not adversely affected by particle agglomeration and continue to benefit from maximum filler content even at HC5. 5. Taguchi S/N analysis establishes applied normal load (Factor A) as the dominant tribological variable, followed in influence by sliding velocity (Factor C) and sliding distance (Factor B). The parameter set A1B2C3 yields the minimum wear rate. 6. Under optimised sliding conditions, hybrid composites achieve wear rates up to 27% lower than their single-reinforcement counterparts. This reduction is ascribed to a thin protective tribofilm that develops at the sliding interface, sustained by hard fly ash ceramic particles acting as load-bearing micro-asperities. 7. Coconut sheath fibre and fly ash are both eco-compatible, low-cost reinforcing constituents derived from agricultural and industrial waste streams, respectively. Their successful deployment in high-performance epoxy composites positions these hybrid materials as a genuinely sustainable alternative to conventional synthetic-fibre composite systems. On the basis of these conclusions, HC4 is recommended as the preferred composition for lightweight structural applications — including automotive panels, interior trim components, and protective packaging — where a well-balanced combination of tensile strength, bending stiffness, surface hardness, and tribological durability is demanded.
[1] Satyanarayana, K.G., Arizaga, G.G.C., and Wypych, F., 2009, "Biodegradable composites based on lignocellulosic fibers—an overview," Progress in Polymer Science, Vol. 34, No. 9, pp. 982–1021. [2] Thakur, V.K., and Singh, R., 2017, "Agriculture-waste particulates use in polymer composites: Rice husk ash & walnut shell powder enhance stiffness and thermal properties," Materials Research Express, Vol. 6, No. 4. [3] Bledzki, A.K., and Gassan, J., 1999, "Composites reinforced with natural fibers: Opportunities and limits," Progress in Polymer Science, Vol. 24, No. 2, pp. 221–274. [4] Jacob, M., Pothan, L.A., Thomas, S., et al., 2014, "Surface treatments to improve bonding between natural fibers and polymers," in Applications of Natural Fibers and Their Composites: An Overview. [5] Xie, Y., Hill, C.A.S., Xiao, Z., Militz, H., and Mai, C., 2010, "Chemical Treatments of Natural Fibers for Use in Natural Fiber Composites: A Review," Composites Part A: Applied Science and Manufacturing. [6] Sreekala, M.S., Thomas, S., and Joseph, K., 2013, "Hybrid Fiber Reinforced Polymer Composites: Mechanical and Thermal Properties," Composites Interfaces. [7] George, J., and Thomas, S., 2014, "Processing Challenges in Natural Fiber Composites," Composite Structures. [8] Arpitha, M., et al., 2016, "Wear performance of natural fiber composites; moderate wear is reduced by particulate fillers." [9] Mylsamy, K., and Vijayaraghavan, L., 2009, "Effect of Particulate Fillers on Tribological Properties," Tribology International. [10] Arthanarieswaran, V., et al., 2018, "Hybrid Composites for Enhanced Wear Resistance," Journal of Materials Engineering and Performance.
Publication Date
5/3/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
Documents
Article Views
0
Total views since publication
PDF Downloads
7
Total downloads since publication
Geographic Reach
5
Digital Preservation: This article is permanently archived on Zenodo and complies with all data preservation standards across major indexing platforms.
Plagiarism Screening
This manuscript has been checked for plagiarism using TurnitinPlagiarismChecker software.
Conflict of Interest
The authors declare no conflict of interest related to this research work.
Funding Information
No funding information available for this research.
Related research in the same subject area
Loading similar articles...