International Journal of Composite Materials

p-ISSN: 2166-479X    e-ISSN: 2166-4919

2023;  13(1): 1-6

doi:10.5923/j.cmaterials.20231301.01

Received: Mar. 13, 2023; Accepted: Apr. 16, 2023; Published: May 12, 2023

 

Elaboration of a Composite Material Based on Fabrics Waste and Polystyrenes: Effect of Polystyrene Resin on the Strengths of the Composite

Brahiman Traoré, Obré Sery Paul Jolissaint, Koffi Clement Kouadio, Conand Honoré Kouakou, Edjikeme Emeruwa

Laboratory of Soils, Water and Geomaterials, Felix Houphouët Boigny University, Cocody-Abidjan, Ivory Coast

Correspondence to: Brahiman Traoré, Laboratory of Soils, Water and Geomaterials, Felix Houphouët Boigny University, Cocody-Abidjan, Ivory Coast.

Email:

Copyright © 2023 The Author(s). Published by Scientific & Academic Publishing.

This work is licensed under the Creative Commons Attribution International License (CC BY).
http://creativecommons.org/licenses/by/4.0/

Abstract

This study consists in proposing a recycling method for sewing fabrics and polystyrene waste. One way of valorization such waste is through its use as a new raw material resource in materials. The objective of this work is the development of new materials based on sewing fabrics waste and expanded polystyrene. For the elaboration of the samples, two types of fabrics, LFNF (loincloth fabrics based on natural fibers) and LFSF (loincloth fabrics based on synthetic fiber) were selected because they are the most accessible. The samples were made by varying the rate of fabric and expanded polystyrene (EPS). Tests were made on these samples to determine their physical (density and absorption) and mechanical (wear resistance and three-point bending strength) properties. The results obtained showed that the density of two types of composites decrease with increasing rate of EPS. Water absorption also decreases from 5.12% to 1.15% for MLFSF (materials with loincloth fabrics based synthetic fiber) and from 15.02% to 2.68% for MLFNF (materials with loincloth fabrics based natural fiber) with an increase in the PSE resin content. Finally, the bending strength increases from 3.23 MPa to 4.53 MPa for the MLTSF and from 3.01 MPa to 4.32 MPa for the MLTNF with a variation in the rate of the EPS resin ranging from 60 to 80%. Wear strength also decreases with increasing resin. The use of EPS as a binder in composites gives it encouraging physical and mechanical properties. The use of EPS and fabrics waste as a new raw material resource in manufacturing of new materials is therefore a way of recovering this waste.

Keywords: Sewing fabrics, Waste, Expanded polystyrene, Valorization, Composite

Cite this paper: Brahiman Traoré, Obré Sery Paul Jolissaint, Koffi Clement Kouadio, Conand Honoré Kouakou, Edjikeme Emeruwa, Elaboration of a Composite Material Based on Fabrics Waste and Polystyrenes: Effect of Polystyrene Resin on the Strengths of the Composite, International Journal of Composite Materials, Vol. 13 No. 1, 2023, pp. 1-6. doi: 10.5923/j.cmaterials.20231301.01.

1. Introduction

The proliferation of industrial waste such as sewing and polystyrene waste contributes enormously to environmental pollution. It is therefore necessary to recover this waste by considering it as a new raw material resource in manufacturing of new materials in order to reduce the use of natural raw material. The valorization of this waste could constitute an interesting environmental and economic alternative, by eliminating it from cumbersome and polluting landfills. The literature mentions that there are several ways of recovering polystyrene waste through several production methods [1-4]. Similarly, the recycling of fabrics waste is the subject of several studies [5-7]. It is with this in mind that a recycling method including these two types of waste was initiated.
The general objective of this work is then to develop new materials using expanded polystyrene (EPS) in the form of resin as a binder and sewing fabric waste as reinforcement.

2. Materials and Method

2.1. Raw Materials

2.1.1. Expanded Polystyrene
The polymer used for the development of the matrix is recycled expanded polystyrene shows in Figure 1. It comes from the recovery of packaging material and other plastic products collected throughout the city of Abidjan. It represents a significant quantity left behind in our environment.
Figure 1. Expanded polystyrene waste
2.1.2. Sewing Fabrics Waste
Sewing tissue waste is generally leftover fabric discarded after being used by different fashion designer. This tissue waste is mainly made up of natural and synthetic fibers.
Among these fabrics the choice fell on loincloths because they are the most used and the most rejected in our environment. The fabrics waste shows in Figure 2a used for this study comes from the various sewing workshops in the city of Abidjan. This waste is sorted, classified by constituent, and then shredded into small pieces (Figure 2b and 2c) in order to facilitate the homogeneity of the fabrics-resin mixture.
Figure 2. Sewing fabrics waste; (a) fabrics bulk, (b) synthetic fiber fabrics shredded; (c) natural fiber fabrics shredded

2.2. Experimental Method

2.2.1. Polystyrene Resin Production Method
Expanded polystyrene at the end of its life is recycled and used as a binder for making composites. For this study, a solvent (acetone) was used to melt the expanded polystyrene. During the elaboration of this resin (Figure 3) one liter (1l) of acetone was used to melt 0.7 kg of polystyrene.
Figure 3. Expanded polystyrene (EPS) resin
2.2.2. Formulation and Elaboration
For manufacturing of the materials, the pieces of fabrics and the polystyrene resin were mixed according to the variable mass proportions. The quantity of EPS used for the elaboration of the materials varies between 60% and 80% with an increment of 10. It should be noted that it is from 60% PSE resin that consolidated samples are obtained. After mixing (EPS resin and fabrics) in a container, the assembly is introduced into an extruder for mixing for 3 minutes.
For the shaping of the samples, the mixture obtained is introduced into the mold of a static manual press and then compressed. After compaction, the samples are removed from the mold and then dried. After drying, the samples are then subjected to thermoforming. Thermoforming is a process that consists of softening the sample by put it in an electric oven at a temperature of 230°C for 30 min. The sample, once flexible and malleable, is introduced into the mold of the static manual press and then compressed. After compression, the final material is obtained. The methodology adopted for the elaboration of materials is summarized on the Figure 4.
Figure 4. Diagram of sample development procedure
The samples obtained are shown in Figure 5.
Figure 5. Picture of samples obtained

2.3. Characterizations of the Samples Produced

2.3.1. Physical Characterizations
2.3.1.1. Density
After thermoforming, the samples are weighed. The different dimensions (length, width and thickness) are measured. From the dimensions, the volume of the samples is calculated, then the density is obtained by the Equation (1).
(1)
Where 𝝆 is the density in (g/cm3); M is the mass of the sample in (g); V its volume (cm3).
2.3.1.2. Water Absorption Test
The penetration of water into a material is done by absorption. This absorption influences the durability of the material and is responsible for several damages. There are several types of absorption test. The immersion absorption test carried out during this study is determined according to the directives of standard NBN B 15-215:1989 [8]. After thermoforming the samples are weighed (ms). Then the samples are immersed in water for 24 hours and then weighed again (mh). The water absorption by immersion expressed as a percentage is obtained by the Equation (2).
(2)
Where: Abs is the absorption (%), mh is the wet mass after immersion (g), ms is the dry mass (g).
2.3.2. Mechanical Characterization of Samples
2.3.2.1. Bending Strength
The mechanical strength of building materials is one of the most important properties for their use. The bending test was carried out according to standard NF B 51-008 [9] on samples measuring 150 x 100.8 x 10.5 mm3. The three (3) point bending strength is expressed in MPa or N/mm2 and is given by the Equation (3).
(3)
Where F: the load measured at break (N), L: the distance between the two support points (mm), b: the width of the specimen (mm), e: thickness of the specimen (mm).
2.3.2.2. Wear Test
The hardness of an object is its ability to scratch another object or to be scratched by it. Surface hardness makes it possible to know the durability of a material, to estimate the importance of some types of alteration and to appreciate the ability of materials to resist surface abrasion. The wear test characterizes the abrasion resistance of the faces of the samples. For this, samples with different contents of tissue residue and EPS resin are subjected to mechanical erosion applied by friction using a metal brush. To measure wear, we used the device shows on Figure 6, produced by the Geomaterials team [10].
Figure 6. Wear measuring device
The device consists of a small trolley resting on four wheels, below which is fixed a wire brush. The carriage is mounted on two rails which fit together at both ends. The device is fixed to the support through the metal rods. The wheels have a translation movement along the metal rods. The trolley is loaded with a mass of 3 kg. A wrist is used to pull the trolley which moves on the wheels.
The wear of the sample is characterized by the loss of mass after 25 application cycles on one of the faces. The wear is given by the Equation (4).
(4)
Where: m1 is the mass before brushing in (g); m2 is the mass after brushing in (g) and S is the brushed area (cm2).

3. Results and Discussion

3.1. Influence of Polystyrene Resin on Density

Figure 7 shows the density variation as a function of EPS resin content.
Figure 7. Density variation function resin content of EPS.
This figure shows that the density of the samples decreases with the increase in the content of EPS resin (from 60 to 80%). Densities decrease from 1.137 to 1.058 g/cm3 for MLFSF and from 1.099 to 1.055 g/cm3 for MLFNF. This decrease of the materials density is due to an increase in the content of EPS resin in the mixture. Indeed, the density of the materials will tend towards that of the binder (EPS) which has a low density (0.77 g/cm3). Similar results were obtained by Benoit [11] during these studies on composite materials based on hemp fibers and LDPE. He showed that the density of the samples decreases with the increase of the binder (HDPE) in the mixture.
It is also observed that the density curve of MLTSF is above that of MLFNF. This is explained by the fact that during thermoforming, in the MLFSF material in addition to the PSE binder, the synthetic fiber-based fabric pieces soften and become an addition to strengthen the bonds between the unsoftened fabric pieces. On the other hand, for the MLFNF material, only the EPS alone softens. The MLFSF materials are then more compact compared to the MLFNF materials, thus coating their high density. These results are also similar to those of Vilaseca et al. [12], who showed in their work that composites based on chemical fibers have a higher density than those of composites based on natural fibers. The same goes for Sagnaba [1], in his research on the development of eco-materials based on polystyrene from cotton hulls.

3.2. Influence of the Polystyrene Rate on Water Absorption by Total Immersion

Figure 8 shows the variation of the absorption rate as a function of the EPS resin content
Figure 8. Variation of the absorption rate as a function of the EPS resin content
The figure shows that the absorption rate drops from 15.022 to 2.683% for the material (MLFNF) while that of the material (MLFSF) drops from 5.125 to 1.155% when the resin content increases from 60 to 80%. This result partially confirms that of the density showing that materials with low densities with more voids between the pieces of tissue absorb more water. On the other hand, the absorption curve of the material (MLFSF) is below that of the material (MLFNF).
This is due to the fact that the MLFSF material is based on synthetic fiber, therefore hydrophilic, absorbs less water, compared to MLFNF materials which is based on natural fiber, therefore hydrophilic, thus absorbing more water. The fact that the pieces of fabrics (LFNF) being hydrophilic absorb more water, this will lead to an increase in the rate of absorption for the material (MLFNF). These results are similar to those of some authors who showed in their work that hydrophilic fibers are responsible for the water absorption of materials [13-18].
Standards EN 771-1[19], NBN EN 206-1:2001 and NBN B 15-001:2004 [8] require an absorption rate by immersion of less than 6 or 7% for a material can be used in construction. It can then be deduced that MLFSF materials from 70% EPS and MLFNF materials from 75% EPS can be used as coating materials because they have absorption rates of less than 6 or 7%.

3.3. Influence of Polystyrene Content on Bending Strength

Figure 9 shows the results of varying the 3-point bending strength.
Figure 9. Variation of strength as a function of the EPS resin content in the material
The figure shows that the bending strength of the materials (MLFSF and MLFNF) increases with the content of EPS resin. Thus, for contents of 60% to 70% of PSE resin, the strength increases and run from 3.236 to 4.530 MPa for the MLTSF; and 3.011 to 4.321 MPa for MLFNF.
Indeed when the rate of EPS increases, we obtain more and more of a mixture containing a sufficient quantity of EPS to bind or coat the tissues, thus reinforcing the cohesion of the material by inducing a high resistance. These results are similar to those of some authors in their work on polypropylene composites reinforced with abaca and banana fibers [20,21]. As well as those of Zizumbo et al. [22], concerning their work on composites based on sugar cane bagasse fibers and polystyrene and those of Traore [23] based on plastic and sand. It is also noted that the flexural strength of the MLFSF material is greater than that of the MLFNF material. Indeed during thermoforming, the pieces of synthetic fiber fabrics (LFSF) will soften, in addition to the binder (EPS resin) to bind or coat the unsoftened tissues, thus generating high strength.
On the other hand, in the MLFNF material, the pieces of natural fiber fabrics do not soften and only the binder (EPS resin) softens to bind or coat the pieces of fabrics. Hence its low strength compared to the MLFSF material. These results are also true with those of Vilaseca et al. [12], who showed in their work that chemical fiber composites have a mechanical property in bending superior to those of natural fiber composites. The same for Umanath et al [24] on their work with pineapple and carbon fibers. According to the standards (NF EN 12390-3 [25], NF EN 1339 [26] and depending on the stress, for a material to be used as a wall or floor covering, its three-point bending strength is greater than 3.5 MPa.
These materials having flexural strengths varying from 3 to 4.5 MPa, can then be used as coating materials from 70% EPS.

3.4. Influence of Polystyrene Content on Wear Strength

Figure 10 shows the variation of wear as a function of EPS resin content.
Figure 10. Variation of wear as a function of EPS resin content
These curves show that the wear decreases when the EPS resin content increases from 60 to 80%. Indeed, for PSE resin contents varying from 60 to 80%, wear drops and goes from 0.675 to 0.087 g/cm2 for MLFNF and from 0.552 to 0.07 g/cm2 for MLFSF. This drop in wear can be explained by the increasing contribution of EPS in the mixture which will bind the pieces of fabrics. When brushing, the pieces of fabrics that are not bound are easily torn off. When the content of EPS resin increases, the materials (MLFSF and MLFNF) resist wear because the cohesion between the pieces of fabrics becomes strong. Thus, when brushing, the loss of mass of the materials becomes low, hence the drop in the rate of wear. This is true with the results of some authors who show in their work that wear decreases with increasing latex content in the material [27,28].

4. Conclusions

The objective of this study was to recover sewing and polystyrene waste by developing a composite material using in construction. The experimental results allow to say that the strengths increase with the rate of EPS. The rate of water absorption also decreases with the rate of EPS. By comparing the results obtained with some standards that relate to coating materials, we can then say that these materials can be used as flooring materials. This method of developing materials turns out to be one of the solutions for recycling this industrial waste.

References

[1]  Soulama S. (2014). Caractérisation mécanique et thermique de biocomposites à matrice polystyrène recyclé renforcée par des coques de cotonnier (Gossypium hirsutum L.), ou de particules de bois de kénaf (Hibiscus Cannabinus L.). Thèse de l’Université de Technologie de Belfort – Montbéliard (France); 191.
[2]  Almusawi, A.M. (2017) Mise en oeuvre et optimisation des proprietes d’une structure Sandwich en Materiaux Biosources (Fibre et Bois de chanvre) avec une Matrice en Polystyrene pour le Batiment. These de Doctorat, Universite Technologique Belfort-Montbeliard; 156.
[3]  Kaho, S.P., Kouadio, K.C., Kouakou, C.H. and Eméruwa, E. (2020) Development of a Composite Material Based on Wood Waste Stabilized with Recycled Expanded Polystyrene. Open Journal of Composite Materials, 10, 66-76. https://doi.org/10.4236/ojcm.2020.103005.
[4]  Kouadio, K.C., Traoré, B., Kaho, S.P., Kouakou, C.H. and Emeruwa, E. (2020) Influence of a Mineral Filler on the Fire Behaviour and Mechanical Properties of a Wood Waste Composite Material Stabilized with Expanded Polystyrene. Open Journal of Applied Sciences, 10, 834-843. https://doi.org/10.4236/ojapps.2020.1012059.
[5]  Puskarczyk L. (2015). Mise en place de collecte de textile, valorisation des déchets de textiles de la marque + création de collections en fibres recyclés. Document économie circulaire; 6.
[6]  Salmon-Legagneur C. (2020). Les leviers technologiques pour mettre en œuvre une mode circulaire. Chaire bali; 21.
[7]  Cuenca J., Boullenger M., Tassart R. (2021). Développer le recyclage des textiles et chaussures non-réutilisables. Dossier de presse. 15 p.
[8]  Ployaert I.C. (2009) Durabilité des bétons par la maîtrise de l’absorption d’eau. Bulletin de la Fédération Cimentière Belges; 16.
[9]  AFNOR. (2017). Bois - Essai de flexion statique - Détermination de la résistance à la flexion statique de petites éprouvettes sans défauts. Normes nationales et documents normatifs nationaux; 10.
[10]  Kouakou C.H. (2005). Valorisation des argiles de Côte d’Ivoire: étude de la stabilisation à froid de l’arile de Dabou avec un liant hdraulique (le ciment Portland). Thèse unique des Sciences de la terre, option Géomateriaun, Université de Cocody, Abidjan.; 150 p.
[11]  Benoit R. (2011). Matériaux composites à base de fibres de chanvre. Mémoire la Faculté des études supérieures de l'Université Laval., 57. R. E. Sorace, V. S. Reinhardt, and S. A. Vaughn, “High-speed digital-to-RF converter,” U.S. Patent 5 668 842, Sept. 16, 1997.
[12]  Vilaseca F., Gonzalez A.V., Warty D. (2008). Polystyrène ou PSE base documentaire scientifique et technique de l’ingénieur.; 45.
[13]  Espert A., Vilaplana F., Karlsson S. (2004). Comparision ofwater absorption in natural cellulosic fibres from wood and one- year crops in polypropylene composites and its influence on their mechanical properties, Composites, part A, 35.; 1267-1276.
[14]  Joseph P.V., Rabello M.S., Mattoso L.H.C., Joseph K. Thomas S. (2002). Environmental effects on the degradation behaviour of sisal fibre reinforced polypropylene composites, Compos Sei Technol.; 62(1 0-11), 72-1357.
[15]  Bakare I.O., Okieimen F.E., Pavithran C., Abdul khalil H.P.S., Brahmakumar M. (2010). Mechanical and thermal properties of sisal fiber-reinforced rubber seed oil-based polyurethane composites, Materials and Design.; 4274-4280.
[16]  Lee S.H., Wang S., Teranoto Y. (2006). Composites coupled with maleic anhydride grafted polypropylene," Journal of Applied Polymer Science, vol. 105.; 6.
[17]  Agred L. et Amokrane S. (2017). Elaboration etc aracterisation d’un nouveau materiau composite a base de PVC/roseau commun [Elaboration and characterization of a new composite material based on PVC/common reed.]. Memoire universite mouloud Mammeri de TiziOuzou faculte des sciences biologiques et des sciences agronomiques departement de biologie animale et vegetale.; 46.
[18]  Boussehel. H. (2018). Etude des moyens de stabilisations des composites à base de polystyrene [Study of the means of stabilization of polystyrene-based composites.]. These Universite Mohamed Khider- Biskra Faculte des Sciences Exactes et Sciences de la Nature et la Vie.; 46.
[19]  Wallonie. (2015). Modification des prescriptions du chapitre C.29: PAVES. Groupe de travail n° 05, pavage, dallage et éléments linéaires.; 14.
[20]  Bledzki A.K., Mamun A.A., Faruk O. (2007). “Abaca fibre reinforced PP composites and comparison with jute and flax fibre PP composites”. Express Polymer Letters.; Vol.1, No. 11, 755–762.
[21]  Arun Sankar V.V., Suresh P., Arun kumar V., Dhanasekar S.,. Harissh Kumar E, Nandhakumar R. (2020). Experimental research into the mechanical behaviour of banana fibre reinforced PP composite material, Materials Today: Proceedings.; https://doi.org/10.1016/j.matpr.2020.03.685, 1-5.
[22]  Zizumbo A., Licea-claveríe A., Lugo-Medina E., García-Hernández E., Madrigal D., Zitzumbo R. (2011). Polystyrene composites prepared with polystyrene grafted-fibers of sugarcane bagasse as reinforcing material, Journal of the Mexican Chemical Society.; 55, 33–41.
[23]  Traore. B. (2018). Elaboration et caracterisation d’une structure composite (sable et dechets plastiques recycles): amelioration de la resistance par des charges en argiles. These l’universite Felix Houphouet-Boigny en sciences de la terre specialite: geomateriaux: et l’universite de bourgogne Franche-Comte en sciences pour l’ingenieur & microtechniques, specialite: materiaux.; 138.
[24]  Umanath K., Prabhu M.K., Yuvaraj A., Devika D. (2020). Fabrication and analysis of Master leaf spring plate using carbon fibre and pineapple leaf fibre as natural composite materials, Materials Today: Proceedings.; 1-6. https://doi.org/10.1016/j.matpr.2020.03.790.
[25]  InfoCiment. (2015). Les constituants. Chapitre 4.www.infociments.fr/telecharger/. 44-73.
[26]  Cerib. (2009). Voirie et aménagements public. Guide de confection des ouvrages réalisés à partir des pavés, dalles, bordures et caniveaux préfabriqués en béton.; 92.
[27]  Yomanfo A.J. (2018). Utilisation du Sablatex pour la fabrication de tapis. Master des Sciences de la Terre, option Géomatériaux, Université Félix Houphouët Boigny, Abidjan.; 65.
[28]  Jolissaint O.S.P. (2015). Conception de briquettes de façade flexibles pour les murs arrondis. Thèse de doctorat des Sciences de la Terre, option Géomatériaux, Université Félix Houphouët Boigny, Abidjan.; 132.