Evaluation of the Mechanical Performance of Concrete Reinforced with PET Fibers: A Sustainable Approach

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Most of the bottles manufactured with PET polymer (polyethylene terephthalate) are used in beverage packaging and, after use, are turned into garbage, causing environmental problems. The concept of recycling and reuse of these materials for use in civil construction can become an interesting solution for the reduction of urban solid waste that would be destined to the formation of large volumes in sanitary landfills. Seeking to minimize this problem, this work used discarded PET bottles, ground into fibers, to prepare a concrete-based composite. The behavior of concrete composites with the addition of PET fibers in different compositions 7.5 kg/m³, 10 kg/m³ and 12.5 kg/m³ was evaluated. The choice of these concentrations aimed to study the addition of a reasonable amount of PET, characterizing greater reuse of a recycled material, seeking to provide a reinforcement effect in the cementitious matrix. The samples were subjected to mechanical tests of axial compression and diametral compression in a duly calibrated hydraulic press. For the axial compression test, the composite with 10 kg/m³ showed better mechanical performance. Probably at this content, the fibers were better distributed in the concrete for axial compression, resisting more to the fracture point, surpassing the composite of 12.5 kg/m³ by 24% in resistance to compression. For the axial compression test, the composite with 10 kg/m³ showed better mechanical performance, because in this composition there was an ideal amount for the homogenization of the PET fibers in the concrete, achieving a greater reinforcement effect. For the permeability test, the composites prepared with higher percentages of PET showed a lower percentage of permeability (44% lower than the content of 7.5 kg/m³), absorbing less water in this composition, in an axial position. This can be attributed to the fact that the distributed PET fibers act as an impermeable barrier, offering greater resistance to water absorption in the material.

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171-186

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January 2024

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© 2024 Trans Tech Publications Ltd. All Rights Reserved

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[1] Z. Zhang, F. YanG, J-C. Liu, Eco-friendly high strength, high ductility engineered cementitious composites (ECC) with substitution of fly ash by rice husk ash, Cem Concr. Res. 21 (2022) 52898.

DOI: 10.1016/j.cemconres.2020.106200

Google Scholar

[2] C. Lu, P. She, H. Chu, Y. Yao, C.K.Y. Leung, An investigation on the performance enhancement and cost reduction of engineered cementitious composites developed with local PVA and PET fibers, Journal of Sustainable Cement-Based Materials. 30 (2022) 1277–1282.

DOI: 10.1080/21650373.2022.2152898

Google Scholar

[3] Zhang Z, Liu S, Yang F, Sustainable high strength, high ductility engineered cementitious composites (ECC) with substitution of cement by rice husk ash, J Clean Prod. 317 (2021) 128379.

DOI: 10.1016/j.jclepro.2021.128379

Google Scholar

[4] L. Jing, K.Y. Christopher, Strength improvement of strain-hardening cementitious composites with ultrahigh-volume fly ash, J Mater Civ Eng. 29 (2017) 8.

DOI: 10.1061/(asce)mt.1943-5533.0001987

Google Scholar

[5] A.H. Alani, N.M. Bunnori, A.T. Noaman, T.A. Majid, Mechanical characteristics of PET fibre-reinforced green ultra-high performance composite concrete, European Journal of Environmental and Civil Engineering. 26 (2020) 2797-2818.

DOI: 10.1080/19648189.2020.1772117

Google Scholar

[6] R. Tang, Q. Wei, K. Zhang, S. Jiang, Z. Shen, Y. Zhang, C.W.K. Chow, Preparation and performance analysis of recycled PET fiber reinforced recycled foamed concrete, Journal of Building Engineering. 57 (2022) 104948.

DOI: 10.1016/j.jobe.2022.104948

Google Scholar

[7] J-J. Zeng, Y-Y. Ye, W-Y. Gao, S.T. Smith, Y-C. Guo, Stress-strain behavior of polyethylene terephthalate fiber-reinforced polymer-confined normal-, high- and ultra-high-strength concrete, Journal of Building Engineering. 30 (2020) 101243.

DOI: 10.1016/j.jobe.2020.101243

Google Scholar

[8] A.I. Al-Hadithi, A.T. Noaman, W.K. Mosleh, Mechanical properties and impact behavior of PET fiber reinforced self-compacting concrete (SCC), Composite Structures. 224 (2019) 111021.

DOI: 10.1016/j.compstruct.2019.111021

Google Scholar

[9] R. Franz, F. Welle, Recycling of Post-Consumer Packaging Materials into New Food Packaging Applications—Critical Review of the European Approach and Future Perspectives, Sustainability. 14 (2022) 824.

DOI: 10.3390/su14020824

Google Scholar

[10] R. Franz, F. Welle, Contamination Levels in Recollected PET Bottles from Non-Food Applications and their Impact on the Safety of Recycled PET for Food Contact, Molecules. l.25 (2020) 4998.

DOI: 10.3390/molecules25214998

Google Scholar

[11] J. Cichy, W. Sobczyk, Plastics waste and its recycling), Edukac. Tech. Inform. 1 (2014) 348–353.

Google Scholar

[12] Plastics Europe. Plastics Europe—The Facts 2018; EPRO Report; Plastics Europe: Frankfurt, Germany (2018).

Google Scholar

[13] B. Jabłonska, P. Kiełbasa, M. Korenko, T. Drózd, Physical and Chemical Properties of Waste from PET BottlesWashing as A Component of Solid Fuels, Energies. 12 (2019) 2197.

DOI: 10.3390/en12112197

Google Scholar

[14] Information on http://www.kunststoffverpackungen.de/en/

Google Scholar

[15] F. Welle. Twenty years of PET bottle to bottle recycling–An overview, Resour. Conserv, Recycl. 55 (2011) 865–875.

DOI: 10.1016/j.resconrec.2011.04.009

Google Scholar

[16] O. Piringer, L. Baner, Plastic Packaging Materials for Food - Barrier Function, Mass Transport, Quality Assurance, Legislation, Wiley-VCH, Weinheim, 2000.

DOI: 10.1002/9783527613281

Google Scholar

[17] Opinion of the French Food Safety Agency on the Assessment of Health Risks Associated with the Use of Materials Made from Recycled Poly(ethylene terephthalate) Intended for or Placed in Contact with Foodstuffs and DrinkingWater, Clé(s) d'appartenance, 2006.

Google Scholar

[18] D. Araujo, J. Azevedo, P. Cardoso, B. Lazarus, M. Morreira, L. Silva, J. Barbosa, Polymeric Composite Reinforced with PET Fiber Waste for Application in Civil Construction as a Cladding Element, Polymers. 14 (2022) 1293.

DOI: 10.3390/polym14071293

Google Scholar

[19] R.M. Andrew, Global CO2 emissions from cement production, 1928–2017, Earth Syst. Sci. Dat. 10 (2018) 2213–2239.

DOI: 10.5194/essd-10-2213-2018

Google Scholar

[20] B.S. Pereira, R. Barbosa, T.S. Alves, Evaluation of the morphology and mechanical properties of laminated composites based on epoxy, cork and glass microspheres, Matéria. 24 (2019) 12440.

Google Scholar

[21] R. Hsissou, R. Seghiri, Z. Benzekri, M. Hilal, M. Rafik, A. Elharfi, Polymer composite materials: A comprehensive review, Composite Structures. 262 (2021) 113640.

DOI: 10.1016/j.compstruct.2021.113640

Google Scholar

[22] D.P. Armstrong, K. Chatterjee, T.K. Ghosh, R.J. Spontak, Form-stable phase-change elastomer gels derived from thermoplastic elastomer copolyesters swollen with fatty acids, Thermochim Acta. 686 (2020) 686:178566.

DOI: 10.1016/j.tca.2020.178566

Google Scholar

[23] K. Senthilkumar, N. Saba, M. Chandrasekar, M. Jawaid, N. Rajini, O.Y. Alothman, Evaluation of mechanical and free vibration properties of the pineapple leaf fibre reinforced polyester composites, Constr Build Mater. 195 (2019) 423–31.

DOI: 10.1016/j.conbuildmat.2018.11.081

Google Scholar

[24] C. Marthong, D.K. Sarma, Influence of PET fiber geometry on the mechanical properties of concrete: an experimental investigation, European Journal of Environmental and Civil Engineering, 20 (2015) pp.1-14.

DOI: 10.1080/19648189.2015.1072112

Google Scholar

[25] C. Marthong, Effects of PET fiber arrangement and dimensions on mechanical properties of concrete, The IES Journal Part A: Civil & Structural Engineering. 8 (2015) 111-120.

DOI: 10.1080/19373260.2015.1014304

Google Scholar

[26] Y. Zhou, S. Zou, J. Wen, Y. Zhang, Study on the damage behavior and energy dissipation characteristics of basalt fiber concrete using SHPB device, Construction and Building Materials. 368 (2023) 130413.

DOI: 10.1016/j.conbuildmat.2023.130413

Google Scholar

[27] Md.J. Islam, I.A. Dipta, Md. Rahat, Investigation of recycled poly-ethylene terephthalate (PET) as partial replacement of coarse aggregate in concrete, Journal of Civil Engineering (IEB). 46 (2018) 11-20.

Google Scholar

[28] A.O. Dawood, H. AL-Khazraji, R. S. Falih, Physical and mechanical properties of concrete containing PET wastes as a partial replacement for fine aggregates, Case Studies in Construction Materials. 14 (2021) e00482.

DOI: 10.1016/j.cscm.2020.e00482

Google Scholar

[29] G.O. Bamigboye, K. Tarverdi, A. Umoren, D.E. Bassey, U. Okorie, J. Adediran, Evaluation of eco-friendly concrete having waste PET as fine aggregates, Cleaner Materials. 2 (2021) 100026.

DOI: 10.1016/j.clema.2021.100026

Google Scholar

[30] S. Qaidi, Y.S.S. Al-Kamaki, R. Al-Mahaidi, A.S. Mohammed, H.U. Ahmed, O. Zaid, Investigation of the effectiveness of CFRP strengthening of concrete made with recycled waste PET fine plastic aggregate, PLoS ONE. 17 (2022) 0269664.

DOI: 10.1371/journal.pone.0269664

Google Scholar

[31] B.W. Jo, Park SK, J.C. Park, Mechanical properties of polymer concrete made with recycled PET and recycled concrete aggregates, Constr Build Mater. 22 (2008) 2281–2291.

DOI: 10.1016/j.conbuildmat.2007.10.009

Google Scholar

[32] R.T. Coelho. Contribution to the study of the application of alternative materials based on Portland cement: use of recycled polypropylene grains to replace concrete aggregates, Masters dissertation M.Sc., UNICAMP, Campinas, SP, Brazil (2005).

Google Scholar

[33] G. Lazorenko, A. Kasprzhitskii, E. H. Fini, Polyethylene terephthalate (PET) waste plastic as natural aggregate replacement in geopolymer mortar production, Journal of Cleaner Production. 375 (2022) 134083.

DOI: 10.1016/j.jclepro.2022.134083

Google Scholar

[34] M. Nematzadeh, A. A. Shahmansouri, M. Fakoor, Post-fire compressive strength of recycled PET aggregate concrete reinforced with steel fibers: Optimization and prediction via RSM and GEP, Construction and Building Materials. 252 (2020) 119057.

DOI: 10.1016/j.conbuildmat.2020.119057

Google Scholar

[35] A.Q. Ahdal, M.A. Amrani, A.A.A. Ghaleb, A.A. Abadel, H. Alghamdi, M. Alamri, M. Wasim, M. Shameeri, Mechanical performance and feasibility analysis of green concrete prepared with local natural zeolite and waste PET plastic fibers as cement replacements, Case Studies in Construction Materials. 17 (2022) e01256.

DOI: 10.1016/j.cscm.2022.e01256

Google Scholar

[36] Brazilian Association of Technical Standards. Concrete — Determination of consistency by slumping the truncated cone Fresh concrete — Stump test ABNT NBR 5738, Rio de Janeiro. (2020)

Google Scholar

[37] P. Górak, P. Postawa, L. N. Trusilewicz, A. Kalwik, Cementitious eco-composites and their physicochemical/mechanical properties in Portland cement-based mortars with a lightweight aggregate manufactured by upcycling waste by-products, Journal of Cleaner Production. 289 (2021) 125156.

DOI: 10.1016/j.jclepro.2020.125156

Google Scholar

[38] Brazilian Association of Technical Standards. Concrete — Determination of consistency by slumping the truncated cone Fresh concrete — Stump test ABNT NER 16889, Rio de Janeiro. (2020)

Google Scholar

[39] Brazilian Association of Technical Standards. Humid Chambers and Tanks for Curing Specimens: NBR 9479, Rio de Janeiro. (2006)

Google Scholar

[40] M.A. Mohamed, J. Jaafar, A.F. Ismail, M.H.D. Othman, M.A. Rahman, Fourier Transform Infrared (FTIR) Spectroscopy. Chapter 1, Membrane Characterization (2017).

DOI: 10.1016/b978-0-444-63776-5.00001-2

Google Scholar

[41] Brazilian Association of Technical Standards. Concrete - Compression Testing of Cylindrical Specimens: Test Method: NBR 5739, Rio de Janeiro. (2018)

Google Scholar

[42] A.M. Neville. Concrete Properties - 5ª Edição. Bookman Editora, 912. (2015)

Google Scholar

[43] Brazilian Association of Technical Standards. Concrete and Mortar: NBR 7222. Rio de Janeiro. (2006)

Google Scholar

[44] P. Mehta, K. Monteiro, J M. Paulo. Concrete: structure, properties and materials, second ed., São Paulo: Ibracon, 287, 573. (2014)

Google Scholar

[45] Brazilian Association of Technical Standards. concrete for structural purposes: NBR 8953, Rio de Janeiro. (2015)

Google Scholar

[46] Z. Han, D. Li, X. Li, Dynamic mechanical properties and wave propagation of composite rock-mortar specimens based on SHPB tests, International Journal of Mining Science and Technology. 32 (2022) 793-806.

DOI: 10.1016/j.ijmst.2022.05.008

Google Scholar

[47] S. Fang, L. Li, Z. Luo, Z. Fang, D. Huang, F. Liu, H. Wang, Z. Xiong, Novel FRP interlocking multi-spiral reinforced-seawater sea-sand concrete square columns with longitudinal hybrid FRP–steel bars: Monotonic and cyclic axial compressive behaviours, Composite Structures. 305 (2023) 116487.

DOI: 10.1016/j.compstruct.2022.116487

Google Scholar

[48] S. Silva, T. Prasanthan. Application of Recycled PET Fibers for Concrete Floors, Engineer. LII (2019) 21-27.

DOI: 10.4038/engineer.v52i1.7340

Google Scholar

[49] M. Leone, G. Centonze, D. Colonna, F. Micelli, M. A. Aiello, Fiber-reinforced concrete with low content of recycled steel fiber: Shear behaviour, Construction and Building Materials. 161 (2018) 141-155.

DOI: 10.1016/j.conbuildmat.2017.11.101

Google Scholar