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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1160
Experimental Investigation and Analysis of Glass Fiber Epoxy
Reinforced with Rubber and Wood Powder
K. Stalin1, R. Mohanraj2, Dr. N.E. Edwin Paul3, D. Premkumar4
1,2,4Assistant Professor , Department of Mechanical Engineering, GRT Institute of Engineering & Tech, Tiruttani.
3Professor , Department of Mechanical Engineering, GRT Institute of Engineering & Tech, Tiruttani.
---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - The current experimental work concentrating with the mechanical properties of rubber and wood powders
reinforced with glass fiber epoxy composite laminates. Rubber and wood powders epoxy composites was fabricatedby usinghand
lay-up method with different filler concentration. Samples were cut from the laminate which is fabricated by using the ASTM
standards for different experiments like tensile, compression, impact and water absorption tests will be carried out. For tensile,
compression and impact, samples were cut in the flat bar shape. It was observed that at 20% weight of filler content, powders
which gives the best results for compression strength and tensilestrengthpropertiesofthecomposite underconsideration. Thetest
results are taken by using data acquisition system. From the experimental results, analysis was also done comparatively between
GFRP and GFRP with rubber and wood powder by ANSYS Workbench 13.
Key Words: Composites, Rubber and wood powder, Mechanical Properties, ANSYS Workbench.
1. INTRODUCTION
In passenger car bumper is made up of rubber, steel, aluminum, or plastic that is mounted on the front and rear of a
passenger car. When a low speed collision occurs, the bumper system absorbs the shock to prevent or reduce damage to the
car. In the present trends the weight reduction has been the main focus of automobile manufacturers. Less fuel consumption,
less weight, effective utilization of natural resources is mainfocusofautomobilemanufacturersinthepresent scenario[1].The
above can be achieved by introducing better design concept, better material andeffectivemanufacturingprocess.In spiteof its
advantages, it stays back in low strength to weight ratio [4]. It is reportedthatweight reduction withadequateimprovementof
mechanical properties has made composites as a viable replacement material for conventional steel.
In the present work, the bumper material GFRP used in passenger vehiclesisreplaced witha compositebumpermade
of glass/epoxy composites. The model of the bumper taken from the journal [2]. The objective was to comparethe mechanical
properties and cost saving. The mechanical properties of most reinforcing fibres are considerably higher than those of un-
reinforced resin systems.
This project work will focus on existing material performance, advantage and limitations. Based on observations ofmaterials
improvements will be made in terms of shape, size and or material based on design modification objectives [8].
2. MATERIAL USED
The materials and methods used for the processing of the composites underthisinvestigation.Itpresentsthedetailsofthe
characterization and tests which the composite samples are subjected to.
2.1 Glass Fiber Reinforcement Plastic (GFRP)
Glass is one of the oldest known man-made materials; the practical strength of glass, however, has always been a
limiting and puzzling factor. Still today the mechanical properties of glass fibers are twofold a) a special quality is the high
strength b) the brittle fracture is limiting its application [3]. An understanding of the structure of glass in relation to how and
why it breaks is crucial in both improving existing applications of glasses and in new functionalities and application of all
kinds of glasses, not only fibre glass.
2.2 Rubber Powder
Micronized rubber powder (MRP) is classifiedasfine,dry,powdered elastomeric crumbrubber inwhicha significant
proportion of particles are less than 100 µm and free of foreign particulates (metal, fiber, etc.). MRP particle size distributions
typically range from 180 µm to 10 µm. narrower distributions can be achieved depending on the classification technology.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1161
2.3 Wood Powder
Wood flour is finely pulverized wood that has a consistencyfairlyequal tosandor sawdust,butcanvaryconsiderably,
with particles ranging in size from a fine powder to roughly the size of a grain of rice.
Wood flour is commonly used as filler in thermosetting resins suchas bakelite,andin linoleum floorcoverings. Wood
flour is also the main ingredient in wood/plastic composite building products such as decks and roofs.
3. MATERIAL PROPERTIES AND FABRICATION
The properties of the materials GFRP and GFRP mixed with the rubber and wooden powder and also epoxy resin are
tabulated as follows,
3.1 Material Properties
Table. 1 Material Properties
3.2 Fabrication Method
The lamination is prepared by hand lay-up method. The GFRP mat which is collected from local sources. Then it is
properly cleaned and cut to appropriate size. Wooden mold with dimensions of 300 x 300 x 10 mm were prepared for
lamination. For different volume fraction of fibers, an amount of epoxy resin and hardener (ratio of 10:1 by weight) was
thoroughly mixed in glass jar.
Fig:1 a) GFRP Mat b) Hand lay-up c) Epoxy resin
S. No. Parameters Density
Volume
Fraction
Weight
Fraction
1
GFRP
(grams/cm3)
1.8 1.49 1.3
2
GFRP with
rubber &
wood
powder(cm3)
270 270 270
3 Epoxy(grams) 486 402.3 234
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1162
The figure illustrates the mold used to construct thecomposite.For quick andeasyremoval ofcomposite,moldrelease
sheet was put over the glass plate and a mold release spray was applied at the innersurfaceofthemold.Afterkeepingthemold
on a ply board a thin layer of the mixture was poured the fiber lamina was distributed on the mixture. Then again resin was
applied over the fiber laminate and the procedure was repeated to get the desiredthickness.Theremainderofthe mixturewas
then poured into the mold. Care was taken to avoid formation of air bubbles.
Then the surface was allowed to dry after cleaning it with a thinner solution after drying, the surface was coated with
silicon spray the surface was given a few minutes to get it set for the mold lay-up. A plate ofdimensions300x300x10mmwas
fabricated by this process the prepare fiber laminate is taken and placed on to the mold again. The balance resin is poured on
the fiber kept on the mold and care is taken such that the fiber material is entirelysoakedintheresinandthetopplateisclosed
and weight is applied around 120-150 kg the mold was allowed to preserve at room temperature for 120 hrs.
4. EXPERIMENTAL TESTING AND RESULTS
After the fabrication the laminate materials were cut into differentshapesrequiredfor variousexperimental testingin
the laboratory to check the mechanical properties whether the sample can be used in the bumper material.
4.1 Tensile Test
The tensile test is generally performed on flat specimens the most commonlyusedspecimengeometriesaredog-bone
and the straight side type with end tabs. The specimen used in present case is shown in figure4.1. The tensile tests were
conducted according to ASTM D 3039-76 standard on a computerized Universal Testing Machine. The tests were performed
with constant strain rate of 2 mm/min.
Specimen: Sample was cut into flat shape (150x30x5) mm
Fig 2. Tensile test
Samples of both GFRP and GFRP with rubber and wooden powder are tested in Universal Testing machine. Observed
readings are noted and the same was tabulated to compare with one another.
Table.2 Tensile test result comparison
TESTING PARAMETRES GFRP GFRP WITH R&W
Gage thickness(mm) 5.26 4.575
Gage width(mm) 24.535 25.68
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1163
Chart.1 Variation of tensile test result
4.2 Compression Test
A compression test is any test in which a material experiences opposing forces that push inward upon the specimen
from opposite sides or is otherwise compressed, “squashed”, crushed, or flattened. The test sample is generally placed in
between two plates that distribute the applied load across the entire surface area of two opposite faces of the test sample and
then the plates are pushed together by a universal test machine causing the sample.
Samples of both GFRP and GFRP with rubber and wooden powder are tested in Compression Testing machine.
Observed readings are noted and the same was tabulated to compare with one another.
Fig.3 compression test
Original cross sectional area(mm2) 139.88 117.48
Compression load(kN) 20.3 23.39
Compression strength(N/mm2 MPA) 145 199.5
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1164
Table.3 Compression test result comparison
Chart.2 Variation of compression test result
4.3 Impact Test:
Impact test is a standardized high strain-rate test which determines the amount of energy absorbed by a material during
fracture. This absorbed energy is a measure of a given material's notch toughness and acts as a tool to study temperature-
dependent ductile-brittle transition.
Fig.4 Impact test
TESTING PARAMETRES GFRP GFRP WITH R&W
Gage thickness(mm) 5.435 4.52
Gage width(mm) 24.51 26.4
Original cross sectional
area(mm2)
133.22 119.63
Compression load(kN) 1.035 0.91
Compression
strength(N/mm2)
8 8
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1165
Table.4 Impact test result comparison
TEST TEMPERATURE NOTCH TYPE SPECIMEN SIZE(mm) GFRP GFRP WITH R&W
24*C Un notched 4.8*10*80 7.33 8
Chart.3 Variation of impact test result
4.4 Water Absorption Test
Water absorption is used to determine the amount of water absorbed under specified conditions. Factors affecting
water absorption include: type of plastic, additivesused,temperatureandlengthofexposure.Forthe waterabsorptiontest, the
specimens are dried in an oven for a specified time and temperature and then placed in a desiccator to cool.Immediatelyupon
cooling, the specimens are weighed. The material is then emerged in water at agreed upon conditions, often 23°C for 24hours
or until equilibrium.
Table.5 water absorption test result comparison
SAMPLE
INITIAL WEIGHT
(gms)
FINAL WEIGHT
(gms)
DIFFERENCE
WEIGHT
WATER ABSORPTION IN
%
(gms)
GFRP 8 8.5 0.5 6.25
GFRP WITH R&W 8.2 8.82 0.62 7.56
Chart4 Variation of water absorption test result
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1166
5. FINITE ELEMENT ANALYSIS AND RESULTS
5.1 Finite Element Analysis (FEA) is the simulation of any given physical phenomenon using the numerical techniquecalled
Finite Element Method (FEM). It is necessary to use mathematics to comprehensively understand and quantify any physical
phenomena such as structural or fluid behavior, thermal transport, wave propagation, the growth of biological cells, etc.
ANSYS allows us to model composite materials with specialized elements called layered elements. Once we build our model
using these elements, we can do any structural analysis (including nonlinearities such as large deflection and stressstiffening.
We need to take special care in defining the properties and orientations of the various layers since each layer may have
different orthotropic material properties. SOLID45 is used for the 3-D modeling of solid structures.
Fig.5 Design of model of bumper in CATIA
5.2 Ansys Results
The 3D model of the bumper was drawn using catia and then post processed with the ANSYS software by definingthe
various attributes of fabricated materials of GFRP andGFRPwithrubberandwoodenpowder bothareseparately analyzedand
compared with one another to known the improvement of mechanical properties of GFRP with rubber and wooden powder
composite to the normal GFRP material. Following particulars relatedtoAnsyspre-processorinputshavebeenconsideredfor
the analysis of a beam under static load condition.
5.3 Deformation
Fig.6 Deformation of GFRP
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1167
Fig.7 Deformation of GFRP with rubber and wooden powder
5.4 Normal stress
Fig. 8 Normal stress of GFRP
Fig. 9 Normal stress of GFRP with rubber and wooden powder
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1168
5.5 Von Mises Elastic Strain
Fig.10 Von Mises Elastic Strain of GFRP
Fig. 11 Von Mises Elastic Strain GFRP with rubber and wooden powder
Table. 6 Ansys Results
RESULT
PARAMETRES
GFRP
GFRP WITH
R&W
Deformation(m) 0.036557 0.03719
Normal stress(Pa) 4.93E+07 5.28E+07
Von Mises Elastic
Strain
0.00623 0.00709
Elastic Strain
Intensity
0.0102 0.0089
6. CONCLUSIONS
From the obtained numerical result it was found that the well laminated GFRP reinforced epoxy with rubber and
wood powders fabricated bumper having more strength also lesser weight when compared to the GFRP. Accordingtothe
availability and brittle nature of the GFRP it is proposed to use the epoxy materials along with such above said powders. Also
from the observed result it was found that displacement was higher than the GFRP and plastic materials.
This result causes the increasing failureduration.Theglassfiberwithrubber woodmaterial absorbsmorestressand
reduces brittle nature. Both GFRP and GERP with rubber and wooden powder composite material experimental results are
compared with the simulation results that are obtained from the ANSYS software. It is observed that the simulationvaluesare
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072
© 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1169
in-tuned with the experimental values. The procedure and simulation models that are used in this paper are very useful to
researchers who willing to work experimental stressanalysisandcomposites. Finallyitwasconcludethatglassreinforcedwith
rubber and wood powders composite material based bumper material suitable for automotiveapplicationsuchascarbumper
and etc.
REFERENCES
[1] G. B. Veeresh Kumar, C. S. P. Rao, N. Selvaraj M. S. Bhagyashekar, Studies on Al6061-SiCp and Al7075-Al2O3 Metal Matrix
Composites, Journal of Minerals & Materials Characterization & Engineering, 9, No.1, 2010, 43-55.
[2] K.K. Alaneme, M. O. Bodunrin, Corrosion Behaviour of Alumina Reinforced Aluminium (6063) Metal Matrix Composite,
Journal of Minerals & Materials Characterization & Engineering, Vol.10, No.12, 2011, 1153-1165.
[3] Butler M, Wycech J, Parfitt J, and Tan E, “Using Terocore Brand Structural Foam to Improve Bumper Beam Design”, SAE
Technical Paper, 2002.
[4] Z. Lü, D. Jiang, J. Zhang, and Q. Lin, Preparation and Properties of Multi-Wall CarbonNanotube/SiCCompositesbyAqueous
Tape Casting, Science in China Series E:Technological Sciences, 52 132-6 (2009).
[5]K.DharmaReddy, Dr.P.Venkataramaiah, “Experimental Investigation On Responses In TurningofAluminium WithCarbide
Tipped Tool At Different Coolant Conditions”International Journal ofMechanical Engineering&Technology(IJMET),Volume3,
Issue 2, 2012, pp. 189 - 199, ISSN Print: 0976 – 6340, ISSN Online: 0976 – 6359.
[6] H. S. Park, X. P. Dang, A. Roderburg, “Development of Plastic Front Panels Of Green Cars” CIRP Journal of Manufacturing &
Technology vol 26 Pages 35-53
[7] Kuziak .R. Kawalla, R.waengler.s. “Advanced high strength materials for automotive industry A review”Journal of Archives
of Civil & Mechanical engineering .volume 8 issue2, 2008-12-30 ,Pages 103-117
[8] Falai chen , Bert Juttler, “Geometric Modeling & Processing”, Journal on CAD, volume 42 issue1 pages 1- 15
[9] David H. Allen “Structural Analysis,Aerospace”Journal onEncyclopedia ofPhysical scienceandtechnology3rd edition2003

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IRJET- Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforced with Rubber and Wood Powder

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1160 Experimental Investigation and Analysis of Glass Fiber Epoxy Reinforced with Rubber and Wood Powder K. Stalin1, R. Mohanraj2, Dr. N.E. Edwin Paul3, D. Premkumar4 1,2,4Assistant Professor , Department of Mechanical Engineering, GRT Institute of Engineering & Tech, Tiruttani. 3Professor , Department of Mechanical Engineering, GRT Institute of Engineering & Tech, Tiruttani. ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - The current experimental work concentrating with the mechanical properties of rubber and wood powders reinforced with glass fiber epoxy composite laminates. Rubber and wood powders epoxy composites was fabricatedby usinghand lay-up method with different filler concentration. Samples were cut from the laminate which is fabricated by using the ASTM standards for different experiments like tensile, compression, impact and water absorption tests will be carried out. For tensile, compression and impact, samples were cut in the flat bar shape. It was observed that at 20% weight of filler content, powders which gives the best results for compression strength and tensilestrengthpropertiesofthecomposite underconsideration. Thetest results are taken by using data acquisition system. From the experimental results, analysis was also done comparatively between GFRP and GFRP with rubber and wood powder by ANSYS Workbench 13. Key Words: Composites, Rubber and wood powder, Mechanical Properties, ANSYS Workbench. 1. INTRODUCTION In passenger car bumper is made up of rubber, steel, aluminum, or plastic that is mounted on the front and rear of a passenger car. When a low speed collision occurs, the bumper system absorbs the shock to prevent or reduce damage to the car. In the present trends the weight reduction has been the main focus of automobile manufacturers. Less fuel consumption, less weight, effective utilization of natural resources is mainfocusofautomobilemanufacturersinthepresent scenario[1].The above can be achieved by introducing better design concept, better material andeffectivemanufacturingprocess.In spiteof its advantages, it stays back in low strength to weight ratio [4]. It is reportedthatweight reduction withadequateimprovementof mechanical properties has made composites as a viable replacement material for conventional steel. In the present work, the bumper material GFRP used in passenger vehiclesisreplaced witha compositebumpermade of glass/epoxy composites. The model of the bumper taken from the journal [2]. The objective was to comparethe mechanical properties and cost saving. The mechanical properties of most reinforcing fibres are considerably higher than those of un- reinforced resin systems. This project work will focus on existing material performance, advantage and limitations. Based on observations ofmaterials improvements will be made in terms of shape, size and or material based on design modification objectives [8]. 2. MATERIAL USED The materials and methods used for the processing of the composites underthisinvestigation.Itpresentsthedetailsofthe characterization and tests which the composite samples are subjected to. 2.1 Glass Fiber Reinforcement Plastic (GFRP) Glass is one of the oldest known man-made materials; the practical strength of glass, however, has always been a limiting and puzzling factor. Still today the mechanical properties of glass fibers are twofold a) a special quality is the high strength b) the brittle fracture is limiting its application [3]. An understanding of the structure of glass in relation to how and why it breaks is crucial in both improving existing applications of glasses and in new functionalities and application of all kinds of glasses, not only fibre glass. 2.2 Rubber Powder Micronized rubber powder (MRP) is classifiedasfine,dry,powdered elastomeric crumbrubber inwhicha significant proportion of particles are less than 100 µm and free of foreign particulates (metal, fiber, etc.). MRP particle size distributions typically range from 180 µm to 10 µm. narrower distributions can be achieved depending on the classification technology.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1161 2.3 Wood Powder Wood flour is finely pulverized wood that has a consistencyfairlyequal tosandor sawdust,butcanvaryconsiderably, with particles ranging in size from a fine powder to roughly the size of a grain of rice. Wood flour is commonly used as filler in thermosetting resins suchas bakelite,andin linoleum floorcoverings. Wood flour is also the main ingredient in wood/plastic composite building products such as decks and roofs. 3. MATERIAL PROPERTIES AND FABRICATION The properties of the materials GFRP and GFRP mixed with the rubber and wooden powder and also epoxy resin are tabulated as follows, 3.1 Material Properties Table. 1 Material Properties 3.2 Fabrication Method The lamination is prepared by hand lay-up method. The GFRP mat which is collected from local sources. Then it is properly cleaned and cut to appropriate size. Wooden mold with dimensions of 300 x 300 x 10 mm were prepared for lamination. For different volume fraction of fibers, an amount of epoxy resin and hardener (ratio of 10:1 by weight) was thoroughly mixed in glass jar. Fig:1 a) GFRP Mat b) Hand lay-up c) Epoxy resin S. No. Parameters Density Volume Fraction Weight Fraction 1 GFRP (grams/cm3) 1.8 1.49 1.3 2 GFRP with rubber & wood powder(cm3) 270 270 270 3 Epoxy(grams) 486 402.3 234
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1162 The figure illustrates the mold used to construct thecomposite.For quick andeasyremoval ofcomposite,moldrelease sheet was put over the glass plate and a mold release spray was applied at the innersurfaceofthemold.Afterkeepingthemold on a ply board a thin layer of the mixture was poured the fiber lamina was distributed on the mixture. Then again resin was applied over the fiber laminate and the procedure was repeated to get the desiredthickness.Theremainderofthe mixturewas then poured into the mold. Care was taken to avoid formation of air bubbles. Then the surface was allowed to dry after cleaning it with a thinner solution after drying, the surface was coated with silicon spray the surface was given a few minutes to get it set for the mold lay-up. A plate ofdimensions300x300x10mmwas fabricated by this process the prepare fiber laminate is taken and placed on to the mold again. The balance resin is poured on the fiber kept on the mold and care is taken such that the fiber material is entirelysoakedintheresinandthetopplateisclosed and weight is applied around 120-150 kg the mold was allowed to preserve at room temperature for 120 hrs. 4. EXPERIMENTAL TESTING AND RESULTS After the fabrication the laminate materials were cut into differentshapesrequiredfor variousexperimental testingin the laboratory to check the mechanical properties whether the sample can be used in the bumper material. 4.1 Tensile Test The tensile test is generally performed on flat specimens the most commonlyusedspecimengeometriesaredog-bone and the straight side type with end tabs. The specimen used in present case is shown in figure4.1. The tensile tests were conducted according to ASTM D 3039-76 standard on a computerized Universal Testing Machine. The tests were performed with constant strain rate of 2 mm/min. Specimen: Sample was cut into flat shape (150x30x5) mm Fig 2. Tensile test Samples of both GFRP and GFRP with rubber and wooden powder are tested in Universal Testing machine. Observed readings are noted and the same was tabulated to compare with one another. Table.2 Tensile test result comparison TESTING PARAMETRES GFRP GFRP WITH R&W Gage thickness(mm) 5.26 4.575 Gage width(mm) 24.535 25.68
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1163 Chart.1 Variation of tensile test result 4.2 Compression Test A compression test is any test in which a material experiences opposing forces that push inward upon the specimen from opposite sides or is otherwise compressed, “squashed”, crushed, or flattened. The test sample is generally placed in between two plates that distribute the applied load across the entire surface area of two opposite faces of the test sample and then the plates are pushed together by a universal test machine causing the sample. Samples of both GFRP and GFRP with rubber and wooden powder are tested in Compression Testing machine. Observed readings are noted and the same was tabulated to compare with one another. Fig.3 compression test Original cross sectional area(mm2) 139.88 117.48 Compression load(kN) 20.3 23.39 Compression strength(N/mm2 MPA) 145 199.5
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1164 Table.3 Compression test result comparison Chart.2 Variation of compression test result 4.3 Impact Test: Impact test is a standardized high strain-rate test which determines the amount of energy absorbed by a material during fracture. This absorbed energy is a measure of a given material's notch toughness and acts as a tool to study temperature- dependent ductile-brittle transition. Fig.4 Impact test TESTING PARAMETRES GFRP GFRP WITH R&W Gage thickness(mm) 5.435 4.52 Gage width(mm) 24.51 26.4 Original cross sectional area(mm2) 133.22 119.63 Compression load(kN) 1.035 0.91 Compression strength(N/mm2) 8 8
  • 6. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1165 Table.4 Impact test result comparison TEST TEMPERATURE NOTCH TYPE SPECIMEN SIZE(mm) GFRP GFRP WITH R&W 24*C Un notched 4.8*10*80 7.33 8 Chart.3 Variation of impact test result 4.4 Water Absorption Test Water absorption is used to determine the amount of water absorbed under specified conditions. Factors affecting water absorption include: type of plastic, additivesused,temperatureandlengthofexposure.Forthe waterabsorptiontest, the specimens are dried in an oven for a specified time and temperature and then placed in a desiccator to cool.Immediatelyupon cooling, the specimens are weighed. The material is then emerged in water at agreed upon conditions, often 23°C for 24hours or until equilibrium. Table.5 water absorption test result comparison SAMPLE INITIAL WEIGHT (gms) FINAL WEIGHT (gms) DIFFERENCE WEIGHT WATER ABSORPTION IN % (gms) GFRP 8 8.5 0.5 6.25 GFRP WITH R&W 8.2 8.82 0.62 7.56 Chart4 Variation of water absorption test result
  • 7. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1166 5. FINITE ELEMENT ANALYSIS AND RESULTS 5.1 Finite Element Analysis (FEA) is the simulation of any given physical phenomenon using the numerical techniquecalled Finite Element Method (FEM). It is necessary to use mathematics to comprehensively understand and quantify any physical phenomena such as structural or fluid behavior, thermal transport, wave propagation, the growth of biological cells, etc. ANSYS allows us to model composite materials with specialized elements called layered elements. Once we build our model using these elements, we can do any structural analysis (including nonlinearities such as large deflection and stressstiffening. We need to take special care in defining the properties and orientations of the various layers since each layer may have different orthotropic material properties. SOLID45 is used for the 3-D modeling of solid structures. Fig.5 Design of model of bumper in CATIA 5.2 Ansys Results The 3D model of the bumper was drawn using catia and then post processed with the ANSYS software by definingthe various attributes of fabricated materials of GFRP andGFRPwithrubberandwoodenpowder bothareseparately analyzedand compared with one another to known the improvement of mechanical properties of GFRP with rubber and wooden powder composite to the normal GFRP material. Following particulars relatedtoAnsyspre-processorinputshavebeenconsideredfor the analysis of a beam under static load condition. 5.3 Deformation Fig.6 Deformation of GFRP
  • 8. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1167 Fig.7 Deformation of GFRP with rubber and wooden powder 5.4 Normal stress Fig. 8 Normal stress of GFRP Fig. 9 Normal stress of GFRP with rubber and wooden powder
  • 9. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1168 5.5 Von Mises Elastic Strain Fig.10 Von Mises Elastic Strain of GFRP Fig. 11 Von Mises Elastic Strain GFRP with rubber and wooden powder Table. 6 Ansys Results RESULT PARAMETRES GFRP GFRP WITH R&W Deformation(m) 0.036557 0.03719 Normal stress(Pa) 4.93E+07 5.28E+07 Von Mises Elastic Strain 0.00623 0.00709 Elastic Strain Intensity 0.0102 0.0089 6. CONCLUSIONS From the obtained numerical result it was found that the well laminated GFRP reinforced epoxy with rubber and wood powders fabricated bumper having more strength also lesser weight when compared to the GFRP. Accordingtothe availability and brittle nature of the GFRP it is proposed to use the epoxy materials along with such above said powders. Also from the observed result it was found that displacement was higher than the GFRP and plastic materials. This result causes the increasing failureduration.Theglassfiberwithrubber woodmaterial absorbsmorestressand reduces brittle nature. Both GFRP and GERP with rubber and wooden powder composite material experimental results are compared with the simulation results that are obtained from the ANSYS software. It is observed that the simulationvaluesare
  • 10. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 12 | Dec 2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 1169 in-tuned with the experimental values. The procedure and simulation models that are used in this paper are very useful to researchers who willing to work experimental stressanalysisandcomposites. Finallyitwasconcludethatglassreinforcedwith rubber and wood powders composite material based bumper material suitable for automotiveapplicationsuchascarbumper and etc. REFERENCES [1] G. B. Veeresh Kumar, C. S. P. Rao, N. Selvaraj M. S. Bhagyashekar, Studies on Al6061-SiCp and Al7075-Al2O3 Metal Matrix Composites, Journal of Minerals & Materials Characterization & Engineering, 9, No.1, 2010, 43-55. [2] K.K. Alaneme, M. O. Bodunrin, Corrosion Behaviour of Alumina Reinforced Aluminium (6063) Metal Matrix Composite, Journal of Minerals & Materials Characterization & Engineering, Vol.10, No.12, 2011, 1153-1165. [3] Butler M, Wycech J, Parfitt J, and Tan E, “Using Terocore Brand Structural Foam to Improve Bumper Beam Design”, SAE Technical Paper, 2002. [4] Z. Lü, D. Jiang, J. Zhang, and Q. Lin, Preparation and Properties of Multi-Wall CarbonNanotube/SiCCompositesbyAqueous Tape Casting, Science in China Series E:Technological Sciences, 52 132-6 (2009). [5]K.DharmaReddy, Dr.P.Venkataramaiah, “Experimental Investigation On Responses In TurningofAluminium WithCarbide Tipped Tool At Different Coolant Conditions”International Journal ofMechanical Engineering&Technology(IJMET),Volume3, Issue 2, 2012, pp. 189 - 199, ISSN Print: 0976 – 6340, ISSN Online: 0976 – 6359. [6] H. S. Park, X. P. Dang, A. Roderburg, “Development of Plastic Front Panels Of Green Cars” CIRP Journal of Manufacturing & Technology vol 26 Pages 35-53 [7] Kuziak .R. Kawalla, R.waengler.s. “Advanced high strength materials for automotive industry A review”Journal of Archives of Civil & Mechanical engineering .volume 8 issue2, 2008-12-30 ,Pages 103-117 [8] Falai chen , Bert Juttler, “Geometric Modeling & Processing”, Journal on CAD, volume 42 issue1 pages 1- 15 [9] David H. Allen “Structural Analysis,Aerospace”Journal onEncyclopedia ofPhysical scienceandtechnology3rd edition2003