An investigation on the performance enhancement and cost reduction of engineered cementitious composites developed with local PVA and PET fibers

References

• Li VC, Mishra DK, Naaman AE, et al. On the shear behavior of engineered cementitious composites. Adv Cem Based Mater. 1994;1(3):142–149. 1994/03/01/
   Google Scholar
• Zhang J, Leung CKY, Cheung YN. Flexural performance of layered ECC-concrete composite beam. Compos Sci Technol. 2006;66(11–12):1501–1512.
   Web of Science ®Google Scholar
• Zhang Z, Yang F, Liu J-C, et al. Eco-friendly high strength, high ductility engineered cementitious composites (ECC) with substitution of fly ash by rice husk ash. Cem Concr Res. 2020;137:106200.
   Web of Science ®Google Scholar
• Zhang Z, Liu S, Yang F, et al. Sustainable high strength, high ductility engineered cementitious composites (ECC) with substitution of cement by rice husk ash. J Clean Prod. 2021;317:128379.
   Web of Science ®Google Scholar
• Şahmaran M, Li VC. Engineered cementitious composites. Transp Res Rec. 2010;2164(1):1–8.
   Google Scholar
• Jing L, Christopher KY. Strength improvement of strain-hardening cementitious composites with ultrahigh-volume fly ash. J Mater Civ Eng. 2017;29(9):8.
   Web of Science ®Google Scholar
• Ma H, Qian S, Zhang Z, et al. Tailoring engineered cementitious composites with local ingredients. Constr Build Mater. 2015;101:584–595.
   Web of Science ®Google Scholar
• Li VC, Wu C, Wang SX, et al. Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composite (PVA-ECC). ACI Mater J. 2002;99(5):463–472.
   Web of Science ®Google Scholar
• Pan ZF, Wu C, Liu JZ, et al. Study on mechanical properties of cost-effective polyvinyl alcohol engineered cementitious composites (PVA-ECC). Constr Build Mater. 2015;78:397–404.
   Web of Science ®Google Scholar
• Pakravan HR, Latifi M, Jamshidi M. Ductility improvement of cementitious composites reinforced with polyvinyl alcohol-polypropylene hybrid fibers. J Ind Text. 2016;45(5):637–651.
   Web of Science ®Google Scholar
• Pakravan HR, Jamshidi M, Latifi M. Study on fiber hybridization effect of engineered cementitious composites with low- and high-modulus polymeric fibers. Constr Build Mater. 2016;112:739–746.
   Web of Science ®Google Scholar
• Pereira EB, Fischer G, Barros JAO. Effect of hybrid fiber reinforcement on the cracking process in fiber reinforced cementitious composites. Cem Concr Compos. 2012;34(10):1114–1123.
   Web of Science ®Google Scholar
• Zhang Z, Zhang Q. Matrix tailoring of engineered cementitious composites (ECC) with non-oil-coated, low tensile strength PVA fiber. Constr Build Mater. 2018;161:420–431.
   Web of Science ®Google Scholar
• Lu C, Yu J, Leung CKY. Tensile performance and impact resistance of strain hardening cementitious composites (SHCC) with recycled fibers. Constr Build Mater. 2018;171:566–576.
   Web of Science ®Google Scholar
• Yu J, Yao J, Lin XY, et al. Tensile performance of sustainable Strain-Hardening cementitious composites with hybrid PVA and recycled PET fibers. Cem Concr Res. 2018;107:110–123.
   Web of Science ®Google Scholar
• Arain MF, Wang M, Chen J, et al. Study on PVA fiber surface modification for strain-hardening cementitious composites (PVA-SHCC). Constr Build Mater. 2019;197:107–116. 10
   Web of Science ®Google Scholar
• Ding C, Guo L, Chen B, et al. Micromechanics theory guidelines and method exploration for surface treatment of PVA fibers used in high-ductility cementitious composites. Constr Build Mater. 2019;196:154–165.
   Web of Science ®Google Scholar
• Gu L, Ozbakkaloglu T. Use of recycled plastics in concrete: a critical review. Waste Manag. 2016;51:19–42.
   PubMed Web of Science ®Google Scholar
• Ochi T, Okubo S, Fukui K. Development of recycled PET fiber and its application as concrete-reinforcing fiber. Cem Concr Compos. 2007;29(6):448–455.
   Web of Science ®Google Scholar
• Lin X, Yu J, Li H, et al. Recycling polyethylene terephthalate wastes as short fibers in Strain-Hardening cementitious composites (SHCC). J Hazard Mater. 2018;357:40–52.
   PubMed Web of Science ®Google Scholar
• Song HB, Zhai FR, Zhang LL. Comprehensive utilization of coal ash in China. J Kunming Univ Ence Technol. 2006;31(5):71–77.
   Google Scholar
• Li M, Li VC. Rheology, fiber dispersion, and robust properties of engineered cementitious composites. Mater Struct. 2013;46(3):405–420.
   Web of Science ®Google Scholar
• Katz A, Li V. A special technique for determining the bond strength of micro-fibres in cement matrix by pullout test. J Mater Sci Lett. 1996;15;(20):1821–1823.
   Google Scholar
• ASTM C109/C109M-13. Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). West Conshohocken, PA: ASTM International; 2013.
   Google Scholar
• JSCE, Recommendations for Design and Construction of High Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC), Tokyo, 2008.
   Google Scholar
• Said SH, Razak HA. The effect of synthetic polyethylene fiber on the strain hardening behavior of engineered cementitious composite (ECC). Mater Des. 2015;86:447–457.
   Web of Science ®Google Scholar
• Jin CH, Wu C, Feng CC, et al. Mechanical properties of High-Volume fly ash strain hardening cementitious composite (HVFA-SHCC) for structural application. Materials. 2019;12(16):2607.
   PubMed Web of Science ®Google Scholar
• Jing YU. Multi-scale study on strain-hardening cementitious composites with hybrid fibers[J]. The Hong Kong University of Science and Technology, 2017.
   Google Scholar
• Li VC, Leung CKY. Steady state and multiple cracking of short random fiber composites. J Eng Mech. 1992;118(11):2246–2264.
   Web of Science ®Google Scholar
• Kanda T, Li VC. Practical design criteria for saturated pseudo strain hardening behavior in ECC. ACT. 2006;4(1):59–72.
   Google Scholar
• ASTM E399-12e3. Standard test method for linear-elastic plane-strain fracture toughness KIC of metallic materials. ASTM International. 2009;03.01;33.
   Google Scholar
• Maalej M, Hashida T, Li VC. Effect of fiber volume fraction on the off-crack-plane fracture energy in strain-hardening engineered cementitious composites. J Am Ceram Soc. 1995;78(12):3369–3375.
   Web of Science ®Google Scholar
• American Concrete Institute (ACI). ACI 224R-01 Control of Cracking in Concrete Structures (Reapproved 2008). 38800 Country Club Dr., Farmington Hills, MI 48331-3439 USA; 2002.
   Google Scholar
• Sahmaran M, Li M, Li VC. Transport properties of engineered cementitious composites under chloride exposure. ACI Mater J. 2007;104(6):604–611.
   Web of Science ®Google Scholar
• Yang Y, Lepech MD, Yang EH, et al. Autogenous healing of engineered cementitious composites under wet–dry cycles. Cem Concr Res. 2009;39(5):382–390.
   Web of Science ®Google Scholar