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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
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 :
In recent years, composite material replaces
conventional materials like metal, wood etc. due to its light
weight, high strength to weight ratio andstiffness
properties. Natural fibers like coir, banana fiber etc, has low
cost, easily availability and less harmful to human. In
this work, coir fiber and banana fiber are used as
reinforced material.
Composites are prepared with different weight to
volume ratio of mixture of coir fibers and banana fibers with
epoxy resin. The composite will be prepared with the help
of hand-layup process. To find the effect of natural fibers
and mechanical properties of composite, tensile test,
impact test and compressive test are conducted on
prepared specimen as per ASTM standards.
Key words: Coir fiber, Banana fiber, Epoxy resin, Hardener,
Mechanical properties
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 9 ’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 system result in
a performance that cannot be attained by individual
constituent which offer a great advantage of a flexible
design. 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 can be affected 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
properties vary with different 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
effects on the properties of natural 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 of bamboo/glass fiber 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
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
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
(Aug2015) 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.
B] Points to remember while taking design.
✓ Bamboo fiber (Renewable Source).
✓ Epoxy Resin and Hardener additive.
✓ Laminating Film to prevent air bubbles.
Bamboo fiber has enormous flexural strength.
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 study of
the 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 applications with
strong 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 glass fiber.
The hardness of the column of bamboo depends on the
number of fiber bundles and the manner of their
scattering.
2.2 Methodology
3. CONSTRUCTIONAL DETAILS
© 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 537
3.1 Bamboo Fiber
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
Fig.-3.1 Bamboo Straps
Bamboo fiber is a cellulose fiber extracted or fabricated
from natural bamboo. These are collected from local
sources. Bamboo belongs to grass family Bambusoideae. It
is a natural Lignocelluloses composite, in which cellulose
fibers are embedded in the lignin matrix.
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.
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
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 %
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
Fig- 3.2 Epoxy Resin
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
Machine no CL/ME/SHRD 40
Model SHORE-D GOLD
Ambient temperature, ᵒC 25.2
Table -3
S.
No
Sample Id Observed values, HRA Average,
HR15N
1 2 3
1 Bamboo
fiber with
epoxy resin
75 74 75 75
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 Reinforcement
System , 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, , Vol.
10(1), pp. 2–8.
[3] G. L. Siva Kumar Babu and A. K. Vasudevan,
Strength and 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 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, , Vol. , 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. 362368.
[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, , Vol.
87(3), pp. 230-240.

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COMPOSITE_MATERIAL_USING_BAMBOO_FIBER_WI change.pdf

  • 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 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 : In recent years, composite material replaces conventional materials like metal, wood etc. due to its light weight, high strength to weight ratio andstiffness properties. Natural fibers like coir, banana fiber etc, has low cost, easily availability and less harmful to human. In this work, coir fiber and banana fiber are used as reinforced material. Composites are prepared with different weight to volume ratio of mixture of coir fibers and banana fibers with epoxy resin. The composite will be prepared with the help of hand-layup process. To find the effect of natural fibers and mechanical properties of composite, tensile test, impact test and compressive test are conducted on prepared specimen as per ASTM standards. Key words: Coir fiber, Banana fiber, Epoxy resin, Hardener, Mechanical properties 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 9 ’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 system result in a performance that cannot be attained by individual constituent which offer a great advantage of a flexible design. 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 can be affected 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 properties vary with different 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 effects on the properties of natural 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 of bamboo/glass fiber 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
  • 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 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 (Aug2015) 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. B] Points to remember while taking design. ✓ Bamboo fiber (Renewable Source). ✓ Epoxy Resin and Hardener additive. ✓ Laminating Film to prevent air bubbles. Bamboo fiber has enormous flexural strength. 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 study of the 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 applications with strong 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 glass fiber. The hardness of the column of bamboo depends on the number of fiber bundles and the manner of their scattering. 2.2 Methodology 3. CONSTRUCTIONAL DETAILS © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 537 3.1 Bamboo Fiber
  • 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 Fig.-3.1 Bamboo Straps Bamboo fiber is a cellulose fiber extracted or fabricated from natural bamboo. These are collected from local sources. Bamboo belongs to grass family Bambusoideae. It is a natural Lignocelluloses composite, in which cellulose fibers are embedded in the lignin matrix. 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. 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 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 % 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 Fig- 3.2 Epoxy Resin
  • 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 Machine no CL/ME/SHRD 40 Model SHORE-D GOLD Ambient temperature, ᵒC 25.2 Table -3 S. No Sample Id Observed values, HRA Average, HR15N 1 2 3 1 Bamboo fiber with epoxy resin 75 74 75 75 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 Reinforcement System , 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, , Vol. 10(1), pp. 2–8. [3] G. L. Siva Kumar Babu and A. K. Vasudevan, Strength and 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 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, , Vol. , 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. 362368. [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, , Vol. 87(3), pp. 230-240.