The composite material is a single structure composed of two or more materials with identifiable interfaces at multi-scales to get properties that are superior to those of its constituents. Composites are designed to get unique mechanical properties and superior performance characteristics that are not possible with any of its component materials alone. Experimental work was done at the Textile Physics Division of BJRI, Bangladesh, in 2019 for the manufacture of jute, cotton, and glass fire-reinforced composite corrugated sheets suitable for roofing in poultry and rural housing. For the investigation jute, cotton, and glass fibre were used as reinforcing material and polyester resin was used as matrix material. This paper reports the findings of an experimental investigation conducted on the engineering properties of jute, cotton, and glass fiber-reinforced composite corrugated sheet. Different fabric designs and volume fractions were used as reinforcement for the corrugated sheet to determine the physical, mechanical, and thermal properties of the composite. The results of this investigation have shown the feasibility of the use of jute fibre for producing low-cost housing materials.
The advancement in the fields of material science needs too many new and advance materials. Composites are one of them, each are adopted in various engineering application. Many authors stated many properties of polymer reinforced plastic which make them suitable for variety of application such as aerospace, structures automobile parts and marine structures (Islam et al., 2019). The concept of vegetable fiber reinforcement in the cement based materials was developed in 1970s. In that time vegetable fibres were evaluated as substitutes of manufactured fibres and asbestos fibres (Soroushian and Marihunte, 1992; Portland Cement Association, 1991). Normally, natural vegetable fibres (sisal, cellulose pulp, bamboo, hemp, fique, flax, jute and ramie, for example) are used in the regions where these materials are available. According to Swamy (1980), use of composites can represent important contribution to the infrastructure in the developing countries.
It has been demonstrated that fique fibre, which is a commercially available natural fibre in Colombia, is appropriate for low cost housing applications when incorporated into a matrix based on Portland cement, being suitable for making elements of various shapes using simple production processes (Gutierrez and Delvasto, 1993; Alban, 1993; Delvasto et al., 2010). Hybrid composites are newly developed structural materials and are more advanced composites compared to conventional composites (Chamis and Lark, 2014). In principle several fibre reinforcements incorporated in a hybrid system, however it is more likely that the combination of only two fibers would be most useful (Gururaja and Hari Rao, 2012). Some of specific benefits of hybrids over conventional composites are:
a) Reduced weight and cost,
b) Balanced stiffness and strength balanced bending membrane mechanical properties, and
c) Improved impact resistance, fatigue resistance and crack resistance properties.
Textile technological developments such as weaving, braiding, and knitting has resulted in the formation of the composites that have superior mechanical properties, since continuous orientation of fibre is not restricted to any point. Researchers, nowadays, have looked into the tensile strength of ramie-cotton hybrid fibre reinforced polyester composites (Junior et al., 2004). They indicate that tensile behavior was dominated by the volume fraction of ramie fibre that is aligned in the test direction. The diameter of the thread and fabric did not play any role in the tensile characteristics. Due to weak cotton/polyester interface cotton fabric was found to have minor reinforcement effect. By Mwaikambo and Bisanda, (1999) similar studies were performed on kapok-cotton fibre reinforced polyester composites. Novolac types of phenol composites reinforced with jute/cotton hybrid woven fabrics were fabricated. Their properties were investigated as a foundation of fibre orientation and roving/fabric characteristics (De Medeiros et al., 2004). Result showed that the composite properties were strongly influenced by test direction of rovings/ fabric characteristics.
The researchers are of the opinion that jute fibre promotes a higher reinforcing effect and cotton fibre avoids catastrophic failure. Therefore, this combination of natural fibres is suitable to produce composites for lightweight structural applications. In housing, roofing is difficult and one of the most important problem. In many industrialized countries, and most developing countries natural materials are used for roofing in rural areas. To the roofing problem, an interesting solution seems to be the thin sheets made of plant fibre concrete. Even if other forms can be produced a corrugated roof sheet is probably one of the most interesting forms. Apart from roofing materials plant fibre concrete can be used for production of sun screens, small beams, thin blocks, and other products. In the 1980s, a joint venture project between research institutes in Sweden and Tanzania was carried out with the aim to investigate observed embrittlement of sisal fibre concrete for roofing sheets and find suitable countermeasures. The research found that embrittlement of sisal concrete is due to the fact that the alkaline pore water in the concrete reacts with cellulose components in the fibre so that its load bearing capacity is reduced (Karim et al., 2019).
An interesting measure to improve the resistance of the plant fibre composite against embrittlement is to pre-carbonate the entire composite product. By treating the manufactured composite with carbonic acid or water containing carbonate the carbonation will start the pH-value of the pore water will decrees. If this will be successful the fibre reinforcement must be placed in the other layer of the composite (Gram et al., 1984). Brazilian research on durability of coir concrete showed that it is possible to increase durability of bio fibres by changing the concrete matrix composition to obtain low alkaline media. The research proved that it is also possible load-bearing structures with bio fibres reinforced composites (John et al., 1980). There are many poetry farms in Bangladesh. In the month of March to May temperature raises up to 400 0C. This temperature cannot be sustained by the chicken. As a result lots of chicks are died. It is roofing of poultry firms are made by jute-cotton-glass fibre reinforced composite, the temp, decreases with this end in view the study was proposed.
Reinforcing Material - Jute-cotton blended fabric was used as natural reinforcement. Two types of jute-cotton blended fabrics (type-1: white color) and (type-2: gray color) were used. This fabric was collected from Jute Diversification Proportion Centre (JDPC), Dhaka.
Glass Fabric - Plain weave mat of glass fabric of 156 mm thickness was used as synthetic reinforced for preparation only one composite sample. This glass fibre fabric was collected from Nobabpur Road, Dhaka, Bangladesh.
Liquid Polyester Resin - Liquid Polyester resin was used like a matrix material. This resin was collected from Nasim Plastic Ltd., Dhaka, Bangladesh.
Composite Corrugated sheet manufacturing process - At first jute-cotton blended and glass fibre fabric were cut into predetermined length and width. Milot paper was also cut according to fabric length and width. Polyester resin was poured on the milot paper. Then jute-cotton blended fabrics were placed on the milot paper and resin was pulled by a roller. Then another piece of jute-cotton blended fabric was placed. By this way all layers are completed. At last one milot paper sheet was placed on top of the composite. Then certain weight is placed over the sample up to certain time.
Table: Properties of jute and jute-cotton blended fabric.
Table 2: Reinforcing and Matrix Material was applied by the following Ratio.
Reinforcing and Matrix Material Optimization - Polyester Resin was taken 4 times of the Fibre material. 1% (w/v) Methyl Ethyl Acetone per oxide was taken for hardening of in composite.
RESULT AND DISCUSSION
Three types of composite were prepared such as;
o Composite Material-1 (CM1): 100% jute fabric (one layer)
o Composite Material-2 (CM2): Jute + cotton blended fabric = (two layers)
o Composite Material-3 (CM3) : Jute + cotton blended fabric (two layer) + glass fibre fabric (one layer) = (three layers)
Fig 1: Composite Material-1, 2, and 3.
Table 3: Tensile Properties of the Hybrid Composite.
Table 4: Flexural Properties of the Hybrid Composite.
Table 5: Water Absorption test.
Table 6: Thickness Change test.
Graphical Representation
Fig 2: Variation of Tensile Strength.
Fig 3: Change of Flectural Strength.
Fig 4: Variation of Flexural Modulus.
Fig 5: Percent of Water Absorption.
Fig 6: Percent of Thickness Change.
Mechanical Test Result - Experimental results of tensile and flexural strengths and flexural modulus of three types of composites with different weight fractions of reinforcement are presented in table 3 and 4. Graphical representation of tensile and flexural strength and flexural modulus are given in Fig 2, Fig 3, and Fig 4 respectively. The results show that the addition of natural and glass fibre increased the tensile and flexural strength of the composite.
Thickness Change test
Fig 7: Change 1a.
Fig 8: Change 1b.
Fig 9: Change 1c.
Fig 10: Change of sample 2.
Fig 11: Change 2a.
Fig 12: Change 2b.
Fig 13: Change 2c.
Experimental results of thickness change after water absorption for the three types of composites are presented in Table 6, and its graphical representation given in Fig 6. Step by step changes are given Fig 7 to Fig 13. For the satisfaction we performed the experiment on thick (2a, 2b and 2c) and thin (1a, 1b and 1c) composite sheets, we produced.
Water absorption test - The percentage of water absorbed by the composites was determined by finding the weight difference between samples, immersed in water and dry samples using
W (%) = (Wi-Wf)/Wi
Where,
W is the percentage of water absorption,
Wi is initial weight of water, and
Wf the weight of wet sample
Fig 14: Water absorption test.
Fig 14 shows the water absorption part. Observation of Table 5 and Fig 5 revealed that when jute and cotton fibre were hybridized with glass fibre, the water absorption was reduced. Finally, it is concluded that produced jute-cotton and glass fibre reinforced textile composite sheet is cost-effective, eco-friendly, easy to produce, and long lasting. Therefore, more research and investment is necessary for further development and mass production of this cost-effective composite material.
We are gratefully acknowledged to BJRI and Nasim Plastic Ltd., Dhaka, Bangladesh.
The authors declared no prospective conflicts of the interest with respect to the research work.
Academic Editor
Dr. Wiyanti Fransisca Simanullang Assistant Professor Department of Chemical Engineering Universitas Katolik Widya Mandala Surabaya East Java, Indonesia.
Department of Textile Engineering, Sonargaon University, Dhaka-1212, Bangladesh.
Uddin MM, Karim R, Kaysar MA, Dayan MAR, and Islam KA. (2020). Low-cost jute-cotton and glass fibre reinforced textile composite sheet, Int. J. Mat. Math. Sci., 2(1), 1-7.