Impact energy absorption and mechanical properties of fibre reinforced cementitious composite containing crumb rubber

Authors

DOI:

https://doi.org/10.3989/mc.2025.379524

Keywords:

Fibre Reinforced Cementitious Composite, Impact Energy Absorption, Toughness Index, Mechanical Properties, Crumb Rubber, Statistical Analysis

Abstract


Fibre reinforced cementitious composites (FRCC) are known for their superior material properties, including high tensile strength and ductility, which make them attractive for structural applications. However, to further enhance their toughness properties and impact energy absorption (IEA), FRCC containing crumb rubber (CR) was investigated to mitigate cracking and brittleness under impact loads. Two CR sizes, 0.5–2 mm and 2–5 mm, replaced 5%, 10%, and 15% of fine aggregate, while PVA fibre dosage varied at 1%, 1.5%, and 2%. In FRCC mixes, the addition of CR reduced density, compressive strength, and flexural strength. However, incorporating 10% CR (5 mm) increased the toughness index by 30% compared to the control specimen, while 15% CR (5 mm) with 2% PVA fibre enhanced IEA by approximately 12%. The statistical results of the two-way ANOVA test indicated that both PVA fibre and CR content significantly influenced the enhancement of IEA in FRCC.

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References

Zhong H, Poon EW, Chen K, Zhang M. 2019. Engineering properties of crumb rubber alkali-activated mortar reinforced with recycled steel fibres. J. Clean. Prod. 238:117950. https://doi.org/10.1016/j.jclepro.2019.117950

Baghban S, Mo KH, Ibrahim Z, Radwan MKH, Shah SN. 2022. Effect of basalt and polypropylene fibers on crumb rubber mortar with Portland cement and calcium aluminate cement binders: Strength and artificial neural network prediction model. Prog. Rubber. Plast. Recycl. Technol. 38(1):99-124. https://doi.org/10.1177/14777606211062912

Chittella H, Yoon LW, Ramarad S, Lai ZW. 2021. Rubber waste management: A review on methods, mechanism, and prospects. Polym. Degrad. Stab. 194:109761. https://doi.org/10.1016/j.polymdegradstab.2021.109761

Najim KB, Hall MR. 2021. Crumb rubber aggregate coatings/pre-treatments and their effects on interfacial bonding, air entrapment and fracture toughness in self-compacting rubberised concrete (SCRC). Constr. Build. Mater. 46(1):2029-2043. https://doi.org/10.1617/s11527-013-0034-4

Yu J, Lin J, Zhang Z, Li VC. 2015. Mechanical performance of ECC with high-volume fly ash after sub-elevated temperatures. Constr. Build. Mater. 99:82-89. https://doi.org/10.1016/j.conbuildmat.2015.09.002

Adesina A, Das S. 2021. Performance of engineered cementitious composites incorporating crumb rubber as aggregate. Constr. Build. Mater. 274:122033. https://doi.org/10.1016/j.conbuildmat.2020.122033

Vadivel TS, Thenmozhi R, Doddurani M. 2014. Experimental behaviour of waste tyre rubber aggregate concrete under impact loading. Ir. Jour. Scien. Tech. 38:251-259.

Cao M, Li L, Khan M. 2018. Effect of hybrid fibers, calcium carbonate whisker and coarse sand on mechanical properties of cement-based composites. Mater. Construcc. 68(330):e156. https://doi.org/10.3989/mc.2018.01717

Li L, Cao M, Li Z, Zhang W, Shi D, Shi K. 2022. Uniaxial tensile behavior and mechanism characterization of multi-scale fiber-reinforced cementitious materials. Mater. Construcc. 72(345):e271. https://doi.org/10.3989/mc.2022.05521

Ling Y, Zhang P, Wang J, Taylor P, Hu S. 2020. Effects of nanoparticles on engineering performance of cementitious composites reinforced with PVA fibers. Nanotechnol. Rev. 9(1):504-514. https://doi.org/10.1515/ntrev-2020-0038

Yu K, Wang Y, Yu J, Xu S. 2017. A strain-hardening cementitious composites with the tensile capacity up to 8%. Constr. Build. Mater. 137:410-419. https://doi.org/10.1016/j.conbuildmat.2017.01.060

Lavin T, Toutanji H, Xu B, Ooi TK, Biszick KR, Gilbert JA. 2008. Matrix design for strategically tuned absolutely resilient structures (STARS). InProc. of SEM XI Inter. Cong. Experimen. Applied. Mechanics. Orland, Florida. 71:12.

Shao R, Wu C, Li J, Liu Z. 2023. Repeated impact resistance of steel fibre-reinforced dry UHPC: Effects of fibre length, mixing method, fly ash content and crumb rubber. Compos. Struct. 321:117274. https://doi.org/10.1016/j.compstruct.2023.117274

Yalçinkaya Ç, Sznajder J, Beglarigale A, Sancakoǧlu O, Yazici H. 2014. Abrasion resistance of reactive powder concrete: The influence of water-to-cement ratio and steel micro-fibers. Adv. Mater. Lett. 5(6):345-51. https://doi.org/10.5185/amlett.2014.amwc.1021

Aly AM, El-Feky MS, Kohail M, Nasr ESAR. 2019. Performance of geopolymer concrete containing recycled rubber. Constr. Build. Mater. 207:136-44. https://doi.org/10.1016/j.conbuildmat.2019.02.121

Nguyen VD, Río O, Sánchez-Gálvez V. 2014. Performance of hybrid cement composite elements under drop-weight impact load. Mater. Constr. 64(314):e017. https://doi.org/10.3989/mc.2014.06813

Ghayeb HH, Ramli Sulong NH, Razak HA, Mo KH. 2022. Enhancement of seismic behaviour of precast beam-to-column joints using engineered cementitious composite. Eng. Struct. 255:113932. https://doi.org/10.1016/j.engstruct.2022.113932

Lye HL, Mohammed BS, Liew MS, Wahab MMA, Al-Fakih A. 2020. Bond behaviour of CFRP-strengthened ECC using Response Surface Methodology (RSM). Case Stud. Constr. Mater. 12:e00327. https://doi.org/10.1016/j.cscm.2019.e00327

Ding Z, Wen J, Li X, Fu J, Ji X. 2020. Mechanical behaviour of polyvinyl alcohol-engineered cementitious composites (PVA-ECC) tunnel linings subjected to vertical load. Tunn. Undergr. Sp. Technol. 95:103151. https://doi.org/10.1016/j.tust.2019.103151

Lee SW, Kang SB, Tan KH, Yang EH. 2016. Experimental and analytical investigation on bond-slip behaviour of deformed bars embedded in engineered cementitious composites. Constr. Build. Mater. 127:494-503. https://doi.org/10.1016/j.conbuildmat.2016.10.036

Kang SB, Tan KH, Zhou XH, Yang B. 2017. Experimental investigation on shear strength of engineered cementitious composites. Eng. Struct. 143:141-151. https://doi.org/10.1016/j.engstruct.2017.04.019

Li VC. 2007. Engineered Cementitious Composites (ECC)-Material, Structural, and Durability Performance. https://doi.org/10.1201/9781420007657.ch24

Dawood ET, Ramli M. 2011. High strength characteristics of cement mortar reinforced with hybrid fibres. Constr. Build. Mater. 25(5):2240-2247. https://doi.org/10.1016/j.conbuildmat.2010.11.008

ASTM C230. 2010. Standard Specification for flow table for use in tests of hydraulic cement 1. Annu. B. ASTM Stand. (Note 2):4-9.

ASTM C109. 2020. ASTM C109 / C109M - 20b. Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50 mm] Cube Specimens). Vol. 04, Annual Book of ASTM Standards. 2020. p. 9.

Low NMP, Beaudoin JJ. 1994. The flexural toughness and ductility of Portland cement-based binders reinforced with wollastonite micro-fibres. Cem. Concr. Res. 24(2):250-258. https://doi.org/10.1016/0008-8846(94)90050-7

Ayough P, Ibrahim Z, Sulong NHR, Ganasan R. 2022. Experimental and numerical investigations into the compressive behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs. Structures. 46(10):880-898. https://doi.org/10.1016/j.istruc.2022.10.102

Wu Y, Song W, Zhao W, Tan X. 2018. An experimental study on dynamic mechanical properties of fiber-reinforced concrete under different strain rates. Appl. Sci. 8(10):1904. https://doi.org/10.3390/app8101904

Standard JSCE-SF4. Method of test for flexural strength and flexural toughness.

Speci- CCT, Cores TD, Speci- CCT, Statements B. 1998. Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete. Using Beam With. 04(10):1-8.

Cen. 1990. European Standard: Metallic materials - Charpy impact test - Part 1 : Test method. (3):1-9.

Thomas RJ, Sorensen AD. 2018. Charpy impact test methods for cementitious composites: Review and commentary. J. Test. Eval. 46(6):2422-30. https://doi.org/10.1520/JTE20170057

Bisht K, Ramana PV. 2017. Evaluation of mechanical and durability properties of crumb rubber concrete. Constr. Build. Mater. 155:811-817. https://doi.org/10.1016/j.conbuildmat.2017.08.131

Medina NF, Medina DF, Hernández-Olivares F, Navacerrada MA. 2017. Mechanical and thermal properties of concrete incorporating rubber and fibres from tyre recycling. Constr. Build. Mater. 144:563-573. https://doi.org/10.1016/j.conbuildmat.2017.03.196

Castellón FJ, Ayala M, Lanzón M. 2022. Influence of tire rubber waste on the fire behavior of gypsum coatings of construction and structural elements. Mater. Construcc. 72(345):e275. https://doi.org/10.3989/mc.2022.06421

Grinys A, Sivilevičius H, Daukšys M. 2012. Tyre rubber additive effect on concrete mixture strength. J. Civ. Eng. Manag. 18(3):393-401. https://doi.org/10.3846/13923730.2012.693536

Ekaputri JJ, Limantono H, Triwulan, Susanto TES, Abdullah MMAB. 2016. Effect of PVA fiber in increasing mechanical strength on paste containing glass powder. Key Eng. Mater. 673:83-93. https://doi.org/10.4028/www.scientific.net/KEM.673.83

Manfaluthy ML, Ekaputri JJ. 2017. The application of PVA fiber to improve the mechanical properties of geopolymer concrete. MATEC. Web. Conf. 138:01020. https://doi.org/10.1051/matecconf/201713801020

Noushini A, Vessalas K, Samali B. 2013. Flexural and tensile characteristics of polyvinyl alcohol fibre reinforced concrete (PVA-FRC) Instructions for use. EASEC. https://doi.org/10.1680/macr.13.00320

AbdelAleem BH, Ismail MK, Hassan AAA. 2018. The combined effect of crumb rubber and synthetic fibers on impact resistance of self-consolidating concrete. Constr. Build. Mater. 162:816-829. https://doi.org/10.1016/j.conbuildmat.2017.12.077

IBM Corp. Released 2017. IBM SPSS Statistics for Windows, Version 25.0. Armonk, NY: IBM Corp.

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Published

2025-10-08

How to Cite

Rabbane, M. B., Mo, K. M., Tan, C. G., & Ghayeb, H. H. (2025). Impact energy absorption and mechanical properties of fibre reinforced cementitious composite containing crumb rubber. Materiales De Construcción, 75(358), e373. https://doi.org/10.3989/mc.2025.379524

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Section

Research Articles

Funding data

Ministry of Higher Education, Malaysia
Grant numbers FRGS/1/2020/TK01/UM/02/2