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IRJET- Composite Material using Bamboo Fiber with Epoxy Resin
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 537 COMPOSITE MATERIAL USING BAMBOO FIBER WITH EPOXY RESIN Mr.S.Syedasif1, A.Arivazhagan2, P. Balamurali3, A.Bharathidasan4, V.Deenadayalan5 1Assistant professor, Department of Mechanical, S.K.P engineering college, Thiruvannamalai, India 2,3,4,5 Student, Department of Mechanical, S.K.P engineering college, Tiruvannamalai, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The high cost of synthetic fibers such as glass, carbon, kevars etc, results in high cost of production and products derived from these materials which has necessitated alternative means of materials development. This has also informed the utilization of locally available bamboo fiber for composite materials development. Natural fiber has emerged as a renewable and cheaper substitute to synthetic materials such as glass, carbon and afraid, which are used as reinforcements. In this work, the objective was to develop, investigate and analyze the mechanical properties of a composite material using bamboo fiber polymer. The long bamboo fiber was extracted using chemical digestion and maceration methods. The fabrication of the composite was carried out using epoxy resin as the matrix and the bamboo fiber as reinforcement. Testswerecarriedouttodetermine the mechanical properties such as tensile, hardness and compressive strengths. Theresultswerestudiedandcompared with the conventional materials and it process that the material developed can be used instructuralapplications with strong dependence on its mechanical properties. Key Words: Bamboo Fiber, Epoxy resin, Hardener, Laminate cover, Relieve oil. 1. INTRODUCTION In addition to these naturally occurring composite, there are many other engineering materials that are composite in general ways and have been in use for a long time. They include carbon black in rubber, Portland cement or asphalt mixed with sand, and glass fibers in resin etc. Since the early 1960’s, there have been increasing demands for materials that are stiffer and stronger yet higher in fields as diverse as aerospace, energy, civil and mechanical constructions. The demand placed on materials for better overall performance is so great and diverse that no one material can satisfy them. This limitation has led to a resurgence of the ancient concept of combining different materials in an integrate-composite materials to satisfy the user requirement, this composite material systemresultina performance that cannot be attained by individual constituent which offer a greatadvantageofa flexibledesign. Natural fibers are now regarded as a serious alternative to glass fiber for use as reinforcements in composite materials. Their advantages include low-cost, low density, high strength-to-weight ratio, and resistance to breakage during processing, low energy content and recyclability. The properties of natural fiber-based composites canbeaffected or modified by a number of factors such as fiber combinations, processing method, fiber volume fraction, aspect ratio, water absorption, etc. The process parameters and their influence on the final propertiesvarywithdifferent fiber-matrix combinations. The fabrication method has a significant impact on the resulting properties. Various processing methods, e.g. compression molding, injection molding, extrusion molding, and hand lay-up, are available for natural fiber composite materials. Injection molding improves the fiber dispersion, hence increasing the tensile and flexural properties. However, extrusion and injection molding have detrimental effectsonthepropertiesofnatural fibers. Bamboo fibers have emerged as a renewable and cheaper substitute for synthetic fibers such as glass and carbon, which are used as reinforcement in making structural components. They have high specific properties such as stiffness, impact resistance, flexibility and modulus, and are comparable to those of glass fiber. Bamboo can be used for reinforcement such as the whole bamboo, section, strips and the fibers. These various forms of bamboo have been used in applications such as low rise construction to resist earthquake and wind loads, bamboo mats composite in combination with wood for beam, and shear wall in low rise construction in addition bamboo fiber can be used as reinforcement with various thermoplastic and thermo set polymer. 1.1 LITERATURE REVIEW A] Literature survey [1] Pankaj Tripathi, Kuldeep Yadav (May -2017) that the tensile and flexural properties ofbamboo/glassfiber hybrid composite is suitable for highly flexibility & it can be concluded by finding such a value of tensile & flexural strength that the mechanical properties significantly influenced while using bamboo & glass fiber in such layer manner. [2]Dipika Devi, Boken Jempen (Aug-2016) the shear parameters of soil with and without bamboo fiber are compared. The length of fiber also cause increase in shear strength of the soil. [3] S. A. H. Roslan, Z. A. Rasid and M. Z. Hassan (Aug- 2015) the tensile properties of laminated composite, while the mechanical properties are compared with the mechanical properties of natural fiber. [4] Hingujam Jackson Sing, Sutanu Samanta(May-2014) the natural fiber reinforced composites got high potential of replacing the conventional material used in the electrical appliances. Research works regarding the use of natural fiber composites as the electrical resistance are also reported. Only very few research works on the machining optimizations of the natural composite materials have been reported.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 538 B] Points to remember while taking design. Bamboo fiber (Renewable Source). Epoxy Resin and Hardener additive. Laminating Film to prevent air bubbles. 2. OBJECTIVE AND METHODOLOGY 2.1 Objective To Investigate and analyze the mechanical properties of a composite material using bamboo fiber. To explore the processing feasibility of bamboo fiber composites by different techniques and to study the resulting fiber and composite properties. To carry out a systematic studyofthe influence of processing parameters on the mechanical properties of bamboo fibers. The long bamboo fiber was extracted using chemical digestion method. The fabrication of the composite was carried out using epoxy resin as the matrix and the bamboo fiber as reinforcement. Tests were carried out to determine the mechanical properties such as tensile, hardness and compressive strengths. The results were studied and compared with the conventional materials and it process that the material developed can be used in structural applicationswithstrong dependence on its mechanical properties. The mechanical properties of bamboo such as stiffness, impact strength and flexibility are high and are comparable to the synthetic fibers such as glassfiber.Thehardnessofthe column of bamboo depends on the number of fiber bundles and the manner of their scattering. 2.2 Methodology 3. CONSTRUCTIONAL DETAILS 3.1 Bamboo Fiber Fig.-3.1 Bamboo Straps Bamboo fiber is a cellulose fiber extracted or fabricated from natural bamboo. These are collectedfromlocalsources. Bamboo belongs to grass family Bambusoideae.Itisanatural Lignocelluloses composite, in which cellulose fibers are embedded in the lignin matrix. 3.2 Epoxy Resin Fig- 3.2 Epoxy Resin Epoxy resins, also known as poly epoxies, are a class of reactive polymer high mechanical properties, temperature and chemical resistance. Epoxy has a wide range of applications, including metal coatings, use in electronics/ electrical components, high tension electrical insulators, fiber-reinforced plastic materials and structural adhesives. Bamboo fiber has enormous flexural strength.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 539 4. BAMBOO FIBER COMPOSITE Fig -4 Bamboo fiber composite 4.1 TENSILE STRENGTH TEST RESULTS Test File Name : CL C73.Utm. Test Type : Tensile Test Test Standard : ASTM A370 : 2017 Table -1 INPUT DATA Specimen C S Area 153.51 mm2 Specimen type Bamboo fiber with Epoxy resin Specimen width 10.02 mm Final Gauge Length 50.56 mm Stress vs. strain Chat -4.1 stress vs. strain 4.2 BRINELL HARDNESS TEST RESULTS SAMPLE DESCRIPTION: Specification: BAMBOO FIBER WITH EPOXY RESIN Test method: ASTM D 2240 DETAILS OF TESTING FACILITY: Table -2 Table -3 5. CONCLUSION In this project we have done a mechanical character analysis on bamboo fiber with epoxy composite. By doing this project we have gained good knowledge about natural fibers and the mechanical tests were conducted in the materials and the results were included with this project report. By seeing the test results we here by conclude that the bamboo fiber with epoxy resin composite has good mechanical characteristics. REFERENCES [1] A. Marot and B. A. Othman, “The potential Use of Bamboo as Green Material for Soft Clay ReinforcementSystem”,2011 International Conference on Environment Science and Engineering, IPCBEE vol.8 (2011) © (2011) IACSIT Press, Singapore, pp. 129-133. [2] D. S. V. Prasad, M. A. Kumar and G. V. R. Prasadaraju, “Behavior of Reinforced Sub Bases on Expansive Soil Sub grade”, Global Journal of Researchers in Engineering, 2010, Vol. 10(1), pp. 2–8. [3] G. L. Siva Kumar Babu and A. K. Vasudevan,“Strengthand Stiffness Response Coir Fiber-reinforced Tropical Soil”, Journal of Materials in Civil Engineering, 10.1061/ (ASCE) 0899-1561(2008), Vol. 20:9(571), pp. 571-577. [4] G. Manovendra, G. C. Mohankumar and S. Kumarapaa, “Study of Mechanical Properties of Areca and Glass Fibers reinforced Phenol Formaldehyde Composite”, International OUTPUT DATA Load At Yield 0.54 KN Yield Stress 3.158 N/mm2 Yield Stress 0.800 KN Tensile Strength 5.212N/mm2 Elongation 1.12 % Machine no CL/ME/SHRD 40 Model SHORE-D GOLD Ambient temperature, ᵒC 25.2 S. No Sample Id Observed values, HRA Average, HR15N1 2 3 1 Bamboo fiber with epoxy resin 75 74 75 75
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 540 Conference on Frontiers in Design and Manufacturing Engineering, Karunya University, Coimbatore, 2008. [5] H. Huang, S. H. Jin and H. Yamamoto, “Study on Strength Characteristics of Reinforced Soil by Cement and Bamboo Chips”, Applied Mechanics and Materials, 2011, Vol. 71, pp. 1250-1254. [6] L. Yusriah, S. M. Sapuan, E. S. Zainudin and M. Mariatti, “Exploring the Potential of Betel Nut Husk Fiber as Reinforcement in Polymer Composites: Effect of Fiber Maturity, Procedia Chemistry, 2012, Vol. 4, pp. 87-94. [7] Md Asaduzzaman and Muhammad Iftiarul Islam, “Soil Improvement By Using Bamboo Reinforcement”, American Journal of Engineering Research, 2014, Vol. 03(8), pp. 362- 368. [8] R. Anusha and E. C. Kindo, “Behavior of Bamboo Reinforced Soils-State of Art,” In Proceedings of Indian Geotechnical Conference, December 15-17, 2011, Kochi (Paper No H-247), pp. 469-47. [9] Shivanand Mali and Baleshwar Singh,“Strength Behavior of Cohesive Soils Reinforced with Fibers”, International Journal of Civil Engineering Research. ISSN 2278-3652 Vol. 5(4), 2014, pp. 353-360. [10] Y. Cai, B. Shi, C. W. Ng and C. S. Tang, “Effect of Polypropylene fiber and lime admixture on Engineering Properties of clayey Soil”, Engineering Geology, 2006, Vol. 87(3), pp. 230-240.
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