Properties of Sustainable Self- compacting Concrete Containing Treated and Modified Waste Plastic Fibers | ||
Anbar Journal of Engineering Sciences | ||
Article 3, Volume 13, Issue 1, May 2022, Pages 23-34 PDF (1.31 M) | ||
Document Type: Research Paper | ||
DOI: 10.37649/aengs.2022.175877 | ||
Authors | ||
Asmaa S. Hussien; Mahmoud K. Mohammed* | ||
Department of Civil Engineering, College of Engineering, University Of Anbar. Ramadi, Anbar, Iraq | ||
Abstract | ||
This study aims to improve different properties of sustainable self-compacting concrete SCC containing treated and modified polyethylene terephthalate PET fibers. For this purpose, gamma ray surface treatment and geometric modification were utilized for the used PET fibers. Concrete fresh properties include slump flow, T500mm, L-box and sieve segregation while mechanical properties include compressive, split tensile strength, flexural strength, static modulus of elasticity and impact strength. Further, physical properties and related durability properties comprise dry density, ultrasonic pulse velocity, porosity and water absorption. The results obtained demonstrated that the treatment and the modification used for the PET fibers slightly reduced the fresh properties of produced sustainable SCC (slump flow, T500 mm, L-Box and sieve segregation). However, they were within the limits of the SCC specification as reported in EFNERC guidelines. Further, concrete hardened properties in terms of compressive strength, splitting tensile strength, flexural strength, modulus of elasticity, impact strength, ultrasonic pulse velocity, decrease in the dry density, decrease in porosity and water absorption increased significantly. | ||
Keywords | ||
Self-Compacting Concrete SCC; plastic fibers PET; Optimization; characteristics; sustainability; Fresh Properties; Hardened Properties | ||
References | ||
[1] K. H. Khayat, “Workability, testing, and performance of self-consolidating concrete,” Mater. J., vol. 96, no. 3, pp. 346–353, 1999.
[2] M. Okamura, H; Ouchi, “Self Compacting Concrete - research paper,” Journal of Advanced Concrete Technology, vol. 1, no. 1. pp. 5–15, 2003.
[3] H. Upadhyay, P. Shah, and E. George, “Testing and mix design method of self-compacting concrete,” in National Conference on Recent Trends in Engineering & Technology, 2011, pp. 1–4.
[4] T. U. Mohammed, “Bangladesh – Sustainable Development of Concrete Technology,” Proc. CBM-CI – Int. Work., pp. 249–267, 2007.
[5] W. K. M. Frhaan, B. H. Abu Bakar, N. Hilal, and A. I. Al-Hadithi, “Relation between rheological and mechanical properties on behaviour of self-compacting concrete (SCC) containing recycled plastic fibres: a review,” Eur. J. Environ. Civ. Eng., pp. 1–33, 2020.
[6] A. I. Al-Hadithi, A. T. Noaman, and W. K. Mosleh, “Mechanical properties and impact behavior of PET fiber reinforced self-compacting concrete (SCC),” Compos. Struct., vol. 224, p. 111021, 2019.
[7] S. B. Kim, N. H. Yi, H. Y. Kim, J.-H. J. Kim, and Y.-C. Song, “Material and structural performance evaluation of recycled PET fiber reinforced concrete,” Cem. Concr. Compos., vol. 32, no. 3, pp. 232–240, 2010.
[8] W.-J. Long, Y. Gu, J. Liao, and F. Xing, “Sustainable design and ecological evaluation of low binder self-compacting concrete,” J. Clean. Prod., vol. 167, pp. 317–325, 2017.
[9] N. P. Prorokova, A. V. Khorev, and S. Y. Vavilova, “Chemical method of surface activation of poly(ethylene terephthalate) fibre materials: Part 1. Study of the modifying effect of sodium hydroxide solutions and products made from quaternary ammonium salts,” Fibre Chem., vol. 41, no. 3, pp. 158–163, 2009, doi: 10.1007/s10692-009-9163-5.
[10] V. G. S. Assistant, V. G. Ghorpade, and H. S. Rao, “Waste Plastic Fibre Reinforced Self Compacting Concrete,” vol. 6, no. 5, pp. 27–31, 2016.
[11] E. Kim, J. Kong, S. An, and H. Kim, “Journal of Adhesion Science Surface modification of polymers and improvement of the adhesion between evaporated copper metal film and a polymer . I . Chemical modification of PET,” no. May 2013, pp. 37–41, 2012.
[12] G. Martínez-Barrera, M. Martínez-López, J. J. del Coz-Díaz, F. López-Gayarre, and V. Varela-Guerrero, “Waste polymers and gamma radiation on the mechanical improvement of polymer mortars: Experimental and calculated results,” Case Stud. Constr. Mater., vol. 11, 2019, doi: 10.1016/j.cscm.2019.e00273.
[13] A. Kumar, “EFFECT OF GEOMETRY OF RECYCLED PET FIBER ON THE PROPERTIES OF EFFECT OF GEOMETRY OF RECYCLED PET FIBER ON THE PROPERTIES Abhishek Kumar * and Sanjeev Kumar Suman,” no. September, 2019, doi: 10.24327/IJRSR.
[14] J. M. Irwan et al., “Deflection behaviour of irregular-shaped Polyethylene Terephthalate fibre reinforced concrete beam,” in Advanced Materials Research, 2014, vol. 911, pp. 438–442.
[15] I. S. Specification, “No. 5/1984, Portland Cement,” Cent. Organ. Stand. Qual. Control (COSQC), Baghdad, Iraq, 1984.
[16] A. Standard, “C618-12a, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete,” 2012 Annu. B. ASTM Stand. Am. Soc. Test. Mater. West Conshocken, PA, 2012.
[17] I. S. No, “Aggregates from Natural Sources for Concrete and Building Construction,” Cent. Organ. Stand. Qual. Control, 1984.
[18] ASTM C33, “Concrete Aggregates 1,” vol. i, no. C, pp. 1–11, 2010, doi: 10.1520/C0033.
[19] D. Astm, “1708 Standard Test Method for Tensile Properties of Plastics by Use of Microtensile Specimens,” ASTM West Conshohocken, PA, USA, 2018.
[20] N. M. Mhedi. To, “EVALUATION OF ADDING WASTE PLASTIC FIBERS ON SOME PROPERTIES OF MODIFIED FOAMED CONCRETE” , p. 68, 2019.
[21] ASTM C494, “ASTM C494 : Standard Specification for Chemical Admixtures for Concrete,” Annu. B. ASTM Stand., p. 10, 2013, doi: 10.1520/C0494.
[22] S.-C. Concrete, “The European guidelines for self-compacting concrete,” BIBM, al, vol. 22, 2005.
[23] I. Mushtaq and S. Nasier, “SELF COMPACTING CONCRETE DESIGN AND,” vol. 9, no. 4, pp. 436–445, 2018.
[24] Thorn Bendix Ltd, “Radioactive sources,” Non-Destructive Test., vol. 1, no. 5, p. 279, 1968, doi: 10.1016/0029-1021(68)90017-0.
[25] C. Marthong and D. K. Sarma, “Influence of PET fiber geometry on the mechanical properties of concrete: An experimental investigation,” Eur. J. Environ. Civ. Eng., vol. 20, no. 7, pp. 771–784, 2016.
[26] B. Standard, “Standard BS EN 12390-3: 2002,” no. August, 2003.
[27] C. Astm, “Standard test method for splitting tensile strength of cylindrical concrete,” 2011.
[28] C. ASTM, “Standard test method for flexural strength of concrete (using simple beam with third-point loading),” in American society for testing and materials, 2010, vol. 100, pp. 12959–19428.
[29] C. C. Test, T. Drilled, C. C. Test, and T. A. Evaluation, “Standard Test Method for Flexural Strength of Concrete ( Using Simple Beam with Third-Point Loading ) 1,” vol. i, pp. 1–4, 2015, doi: 10.1520/C0078.
[30] D. Foti and F. Paparella, “Impact behavior of structural elements in concrete reinforced with PET grids,” Mech. Res. Commun., vol. 57, pp. 57–66, 2014.
[31] A. Standard, “C138/C138M–14,“,” Stand. Test Method Density (Unit Weight. Yield, Air Content Concr. ASTM Int. West Conshohocken, PA, 2014.
[32] ASTM, “Standard Specification for Pulse Velocity Through Concrete,” Annu. B. ASTM Stand., no. Note 2, pp. 6–9, 2009, doi: 10.1520/C0597-09.2.
[33] A. S. of T. Materials, “ASTM C642 :Standard Test Method for Density, Absorption, and Voids in Hardened Concrete, ASTM International, United States,” Annu. B. ASTM Stand., no. March, pp. 1–3, 2013, doi: 10.1520/C0642-13.5.
[34] C. Marthong and D. K. Sarma, “Influence of PET fiber geometry on the mechanical properties of concrete : an experimental investigation,” vol. 8189, no. October, 2015, doi: 10.1080/19648189.2015.1072112.
[35] Z. Ajji, “Preparation of polyester/gypsum/composite using gamma radiation, and its radiation stability,” Radiat. Phys. Chem., vol. 73, no. 3, pp. 183–187, 2005. | ||
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