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Tensile Test of Waste Plastic and Coconut Fiber with Epoxy Resin Reinforced Composite Material

DOI : https://doi.org/10.5281/zenodo.18139733
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Tensile Test of Waste Plastic and Coconut Fiber with Epoxy Resin Reinforced Composite Material

Ankur Verma

Research Scholar, Department of Mechanical Engineering, Babu Banarsi Das University, Lucknow, U.P. (India)

Ravi Vishwakarma, Ankit Kulshrestha

Assistant Professor, Department of Mechanical Engineering, Babu Banarsi Das University, Lucknow, U.P. (India)

ABSTRACT – In this research, we are going to make a future material using of waste plastic fiber and epoxy resin reinforced Composite materials, in this we using The Waste plastic material, it generated millions of tons globally and only about 10% of total can recycle. Todays everywhere use of light material with good properties needed. And the plastic have and mechanical properties such as ductility Toughness, hardness etc. And it can take about 450 years to decompose. So using this material we obtain excellent mechanical properties. This Research done in two phase, In 1st phase we are going to compare tensile strength of composite material made up of waste plastic fiber and epoxy resin reinforcement and composite material made up of waste coconut fiber and epoxy resin reinforcement and take best one for further testing. From the first stage of testing we obtained that the tensile strength of composite material made up of waste plastic fiber and epoxy resin reinforcement (i.e. 14.807 MPa) is more then the composite material made up of waste coconut fiber and epoxy resin reinforcement (i.e. 8.384 MPa)

nd st

In 2 phase we are going to compare tensile strength of best one composite material of 1 phase of testing (i.e. composite material made

up of waste plastic fiber and epoxy resin reinforcement) with different shape of same cross section area such as cuboidal, triangular prism,

nd

cylindrical. And getting the result of higher flexural strength and its corresponding shape. From the 2 phase of testing we obtained that

the material of circular cross section have higher strength (i.e. 22.307 MPa).

There are various benefits of these composite material like- By reducing plastic waste, we save our environment.

We can remove plastic and wood by using this material and hence we can reduce deforestation and save our environment. Keywords – Eco-friendly, Light weight, Cost effective.

  1. INTRODUCTION –

    In this research, we are going to make a future material using of plastic waste fiber and epoxy resin reinforced composite materials. The use of composite material increasing day by day. Every industries of the world use advance composite material for lighter the component and get higher efficiency. The reason of increasing the demand of composite material because of its wide range of properties. In present time composite material used in aeronautical industries at very large scale. In this we using the waste plastic material that generated millions of tones globally per year. 9200 million tons of plastic are estimated to be generated last 67 years from 2017. Due to large demand, plastic production increasing day by day but recycle rate is very low (rarely 10% has been recycled). And it take approximately 400 years to completely decompose. And its possible that the world total plastic demand touches to approximate 1 billion per year after 25 years. Due to long decomposition time, we use plastic because in total production of plastic, only 10% can be recycled and 90% of plastic waste generated. But waste plastic also have good mechanical property like good strength, elasticity, hardness, etc. By using these property we can made a composite material. Which have more mechanical property and also reduce the plastic waste and use it in other form. We can also protect the environment. Various large firm research, how to manage plastic waste, some western country made road using plastic waste to reduce plastic waste.

    In this research we are going to study and analysis of the mechanical behaviour of waste plastic fiber and epoxy resin reinforcement composite material. Tensile strength test perform on this product, which is prepared by us, in which apply different amount of force on the prepared materials and find the highest value load wearing capacity of material.

    There are various benefits of these composite material like- By reducing plastic waste, we save our environment.

    We can remove plastic and wood by using this material and hence we can reduce deforestation and save our environment.

    1. Waste plastic fiber –

      It is fiber of waste plastic that generated millions of tons globally per year. And recycle only 10% of total generation and 90% become waste that take approx. 450 years to decompose totally. But it have good mechanical properties like ductility, toughness, hardness etc. and this fiber made by extrusion process by using waste plastic.

      Figure 1. Waste plastic fiber

    2. Epoxy Resin –

      Epoxy is a type of adhesive which have highest bonding capacity. It is used by mixing resin and hardener in appropriate amount.

      Epoxy is also called as poly-epoxides. Epoxy is normally very viscous liquid. The ratio of resin and hardener is 1:0.8.

      Epoxy resin have various properties like: Greater strength.

      Less shrinkage after bonding. High adhesion to various material. Cost effective. Lesser toxicity.

      Figure 2. Epoxy (resin and hardener)

      1.3. Waste coconut fiber

      Coconut waste generate millions of tons in costal region per year. That easily available with very low cost.

      Figure 3. waste coconut fiber

  2. LITERATURE REVIEW

    Asheesh Kumar and Anshuman Srivastava et al. investigated the mechanical properties of composite material made up of jute and epoxy resin reinforcement. And perform various tests like tensile and compression tests for various application. They also compare composite material made up of jute and epoxy resin reinforcement to other composite material made of different natural fiber (such as hemp, ramie, e-glass fiber, etc.) and epoxy resin reinforcement. And compare their strengths.

    K. Devendra, T. Rangaswamy et al. investigated the Strength Characterization of composite material made up of E-glass fiber and epoxy resin reinforcement. And perform various tests like tensile, impact and hardness tests for various application. They also compare composite material made up of jute and epoxy resin reinforcement and use various filler material such as fly ash, Al2O3 in different amount. And compare their strengths.

    Anurag Saroj et al. investigated the mechanical properties of composite material made up of bagasse and epoxy resin reinforcement. And perform various tests like tensile and flexural tests for various application. They also compare composite material made up of bagasse and epoxy resin reinforcement to different composition. And compare their strengths.

    Shinde Rohit Anil, Jadhav Raviraj Mohan, Mali Sagar Vilas, Patil Shivtej Mohan investigated the mechanical properties of composite material made up of natural fiber and epoxy resin reinforcement. And perform various mechanical tests like tensile, flexural and impact tests for various application. They also test friction of composite material with mild steel disc on different load and different time. And compare their results.

  3. EXPERIMENTATION

      1. Materials for Composites

        Epoxy (Araldite epoxy) and waste plastic fiber used as a material for formation composites in this experimental work. The epoxy used as matrix phase of omposite and waste plastic fiber used as a dispersion phase. Waste plastic fiber made by extrusion process.

      2. Preparation of mould

        The mould is made up of aluminium composite panel which inner dimension is L=150 mm, W=26 mm, H=10 mm. and then proper grease apply inside the mould for preventing sticking.

        Figure 4. Mould

      3. Specimen preparation

        First epoxy resin and hardener are mixed in the ratio of 1:0.8 respectively. Then put in worm water for removing bubble then 20% of mould volume pour by epoxy and then put waste plastic fiber in remaining 70% part of mould after that remaining 10% volume of mould filled by epoxy and then compress by uniformly distributed load of 2kg for 24 hours.

      4. specimen finishing

    After removing specimen from mould after 24 hours, its edges are maintained by fine grade sand paper and maintain its original dimension.

  4. TENSILE STRENGTH

    The tensile test perform on the universal testing machine (UTM). In this specimen is mounted in the UTM as shows in the figure-

  5. Then load is applied and value of load is obtained.

Figure 5. Universal Testing Machine

Table 1 – Specimen specification

S.NO.

Dimension

Value (mm)

1

Length

150

2

Width

26

3

Hight

10

4

C/S Area for all specimen

260 Sq mm

5

Volume for all specimen

39000 Cu mm

st

4.1. 1 phase of testing

Comparison between composite material made up of waste plastic fiber and epoxy resin reinforcement and composite material made up of waste coconut fiber and epoxy resin reinforcement.

Figure 6 Specimen S1T

Figure 7 Specimen S2T

Table 2 – Composition specification

S.NO.

Specimen Designation

ersed phase material

Dispersed phase material percentage

Epoxy Percentage

1.

S1T

Waste plastic fiber

70%

30%

2.

S2T

Waste coconut fiber

70%

30%

Table 3 Test result 1

S.NO.

Specimen Designation

Load at peak E (KN)

longation at peak (mm)

Load at yield i (KN)

eld stress (MPa)

Elongation at yield (mm)

1.

S1T

3.850

16.550

3.185

12.250

7.330

2.

S2T

2.180

10.030

0.560

2.154

36.900

Table 4 Test result 2

S.NO.

Specimen Designation

Tensile strength (MPa)

Load at break (KN)

Elongation at break (mm)

Breaking strength (MPa)

%

Elongation

1.

S1T

14.807

0.380

31.790

1.462

5.69

2.

S2T

8.384

0.560

36.900

2.154

2.73

4.5

4

3.5

3

Load

2.5

2

1.5

1

0.5

0

Load at peak (KN)

S1T S2T

Specimen designation

Tensile Strength (MPa)

16

14

12

10

Stress

8

6

4

2

0

S1T S2T

Specimen designation

Figure 8 Chart of load at peak Figure 9 – Tensile Strength chart

Yield Stress (MPa)

14

12

10

Stress

8

6

4

2

0

S1T S2T

Specimen designation

2.5

2

Stress

1.5

1

0.5

0

Breaking Stress (MPa)

S1T S2T

Specimen designation

Figure 10 Yield stress chart Figure 11 Breaking stress chart

Figure 12 Graph of specimen S1T Figure 13 Graph of specimen S2T

Result :- Above comparison it clear that the strength of specimen S1T is greater then specimen S2T. So, we prefer west plastic fiber for further test.

      1. phase of testing

        From the result of 1st phase of testing we get the strength of composite material made up of waste plastic fiber and epoxy resin reinforcement is greater then the strength of composite material made up of waste coconut fiber and epoxy resin reinforcement.

        So, we further test on the composite material made up of waste plastic fiber and epoxy resin reinforcement in different shape such as Cuboidal, Triangular prism, Cylindrical.

        Figure 14 Specimen S1T

        Figure 15 Specimen S3T

        Figure 16 Specimen S4T

        Table 5 – Composition specification

        S.NO.

        Specimen Designation

        Dispersed phase p material

        ecimen shape

        Dispersed phase material percentage

        Epoxy Percentage

        1.

        S1T t

        e plastic fiber

        Cuboidal

        70%

        30%

        2.

        S3T t

        e plastic fiber ri

        angular prism

        70%

        30%

        3.

        S4T t

        e plastic fiber

        Cylindrical

        70%

        30%

        Table 6 Test result 3

        S.NO.

        Specimen Designation

        Load at peak (KN)

        Elongation at peak (mm)

        Load at yield e (KN)

        ld stress (MPa)

        Elongation at yield (mm)

        1.

        S1T

        3.850

        16.550

        3.185

        12.146

        7.330

        2.

        S3T

        4.600

        50.050

        0.615

        2.365

        56.280

        3.

        S4T

        5.800

        30.080

        3.725

        14.326

        2.790

        Table 7 Test result 4

        S.NO.

        Specimen Designation

        Tensile strength (MPa)

        Load at break (KN)

        Elongation at break (mm)

        Breaking strength (MPa)

        %

        Elongation

        1.

        S1T

        14.807

        0.380

        31.790

        1.462

        5.69

        2.

        S3T

        17.692

        0.615

        56.280

        2.365

        3.71

        3.

        S4T

        22.307

        4.245

        60.932

        16.481

        3.5

        Load at peak (KN)

        7

        6

        Tensile strength (MPa)

        25

        20

        5

        15

        Load

        Stress

        4

        3

        10

        2

        5

        1

        0

        S1T

        S3T S4T

        Specimen DEsignation

        0

        S1T S3T S4T

        Specimen DEsignation

        Figure 17 Chart of load at peak Figure 18 – Tensile Strength chart

        Yield Stress (MPa)

        16

        14

        12

        10

        Stress

        8

        6

        4

        2

        0

        S1T S3T S4T

        Specimen DEsignation

        Breaking Stress (MPa)

        18

        16

        14

        12

        Stress

        10

        8

        6

        4

        2

        0

        S1T S3T S4T

        Specimen DEsignation

        Figure 19 Yield Stress chart Figure 20 Breaking Stress chart

        Figure 21 Graph of specimen S1T Figure 22 Graph of specimen S3T

        Figure 23 Graph of specimen S4T

        1. RESULT & DISCUSSION

          We obtained the result from the both phase of testing and we observed that the composite material made up of waste plastic fiber and epoxy resin reinforcement in cylindrical shape have higher strength (maximum peak load = 5.800 KN).

          • The highest value of tensile strength in 1st phase of testing is obtained in specimen S1T which is 14.807 MPa.

          • The highest value of tensile strength in 2st phase of testing is obtained in specimen S4T which is 22.307 MPa.

          • The highest value of tensile strength in both phase of testing is obtained in specimen S4T which is 22.307 MPa.

          • The smallest value of tensile strength in 1st phase of testing is obtained in specimen S2T which is 8.384 MPa.

          • The smallest value of tensile strength in 2st phase of testing is obtained in specimen S1T which is 14.807 MPa.

          • The smallest value of tensile strength in both phase of testing is obtained in specimen S2T which is 8.384 MPa.

          • The elongation percentage of in each specimen has not same

          • In this study and analysis, we observed the result of tensile strength of fibre reinforced composite materials is varies from

          8.384 MPa to 22.307 MPa. The result varies with variation in the raw materials and shape, the tensile strength changes with the changing the shape. And we found that the epoxy resin and west plastic fiber have good bonding strength.

        2. CONCLUSION

          • The waste plastic, an unutilized non-renewable waste can successfully use to produce composite material by good bonding with epoxy resin for valuable product.

          • By reducing plastic waste, we save our environment.

          • We can remove plastic and wood by using this material and hence we can reduce deforestation and save our environment.

          • It has good tensile strength.

          • It also has good adhesion with epoxy resin

          • It is the water resistance composite materials.

          • The both phase of testing and we observed that the composite material made up of waste plastic fiber and epoxy resin reinforcement in circular shape have higher strength. The maximum tensile strength is 22.307 MPa.

        3. REFERENCE

  1. Anurag Saroj, Tensile strength of Epoxy resin and Bagasse fiber reinforced composite materials: Vol-09 | Issue-01 No. 01 : 2022 ISSN : 2347-7180

  2. K. Devendra1, T. Rangaswamy2, Strength Characterization of E-glass Fiber Reinforced Epoxy Composites with Filler Materials: http://dx.doi.org/10.4236/jmmce.2013.16054

  3. Asheesh Kumar1 and Anshuman Srivastava2, Preparation and Mechanical Properties of Jute Fiber Reinforced Epoxy Composites: DOI: 10.4172/2169- 0316.1000234

  4. Lalta Prasad, the physical and mechanical behaviour of sugarcane bagasse fibre reinforced epoxy

  5. Anurag Saroj, Flexural strength of Epoxy resin and Bagasse fiber reinforced composite materials: doi:10.1088/1757-899X/1259/1/012051

  6. Deepa G. Devadiga1, K. Subrahmanya Bhat GT Mahesha 2020. Sugarcane bagasse fiber reinforced composites: Recent advances and application, Article: 1823159

    | Received 24 Jun 2020, Accepted 03 Sep 2020, Published online: 21 Sep 2020.

  7. Y.R.LohaD.SujanaM.E.RahmanaC.A.Dasb 2013. Sugarcane bagasseThe future composite material, Received 9 July 2012, Revised 14 February 2013,

    Accepted 6 March

  8. 2013, Available online 24 April 2013.