Experimental study on the effect of polypropylene fiber on bond behavior, corrosion resistance, and microstructural characteristics of high-strength flowable concrete
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This study experimentally evaluates the effects of Polypropylene fibers (PPF) on mechanical, bond, durability and microstructural performance. Total of six M70-grade concrete mixes were prepared for this study, three of which were High Strength Concrete (HSC) and three High Strength Concrete (HSFC) and Polypropylene Fibers (PPF) volume fractions of 0%, 0.1% and 0.2%. Mechanical performance was evaluated using compressive, split tensile and flexural strength test results at days 3, 7 & 28. Bond behaviour was determined using pull-out tests of deformed steel bars, while corrosion resistance was evaluated using accelerated electrolytic corrosion testing. Changes to the microstructure during hydration were characterized using X-ray diffraction (XRD) and Fourier-transform infrared spectroscopy (FTIR). The test results indicate that PPF can significantly increase tensile, flexural and bond strength, with the optimum amount of PPF at an approximate volume ratio of 0.1%. The HSFC mixtures had slightly better post-cracking performance and bond strength than the HSC due to better distribution of the fibres and denser matrix of the HSFC. The accelerated corrosion testing indicated that fibre reinforced mixtures had less mass loss from the steel and delayed crack initiation as well. The XRD and FTIR results confirmed that the hydration continued, the degree of carbonation and the increase in density of the microstructure occurred over time. The test bond strengths exceeded the predictions obtained by reference IS 456:2000 and BS 8110, thus demonstrating the conservative nature of the code.
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Abdraimov I (2024). Strength and durability effect of self-compacting concrete reinforcement with micro-silica and volume fiber. International Journal of GEOMATE, 27(119), 1-8.
Aguirre-Guerrero AM, Robayo-Salazar RA, Mejía De Gutiérrez R (2021). Corrosion resistance of alkali-activated binary reinforced concrete based on natural volcanic pozzolan exposed to chlorides. Journal of Building Engineering, 33, 101593.
Ahmed TW, Aljubory NH, Zidan RS (2021). Properties and performance of polypropylene fiber reinforced concrete: A review. Tikrit Journal of Engineering Sciences, 27(2), 82-97.
Al-Safi S, Altharehi A, Alameri IA, Al-Jolahy A (2025). The mechanical properties of cement mortar reinforced with silica fume subjected to sulfate and chloride environment. Challenge Journal of Structural Mechanics, 11(1), 55–69.
ASTM C1585 (2020). Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes. ASTM International, West Conshohocken, PA, USA.
Bajić P, Leporace-Guimil B, Andrade C, Tošić N, De La Fuente A (2025). Chloride-induced corrosion effects on the structural performance of concrete with rebar and fibres: A review. Applied Sciences, 15(12), 6457.
Bakhita CD, Kanali C, Onchiri RO (2025). Mechanical properties of high-strength concrete reinforced with basalt and polypropylene fibers. Engineering, Technology & Applied Science Research, 15(3), 22725-22733.
BS 8110 (1997). Structural use of concrete. Part 1: Code of practice for design and construction. British Standards Institution, London, UK.
Burdziński M, Niedostatkiewicz M (2022). Experimental-numerical analysis of the effect of bar diameter on bond in pull-out test. Buildings, 12(9), 1392.
Chen Y, Waheed MS, Iqbal S, Rizwan M, Room S (2024). Durability properties of macro-polypropylene fiber reinforced self-compacting concrete. Materials, 17(2), 284.
De Alencar Monteiro VM, Lima LR, De Andrade Silva F (2018). On the mechanical behavior of polypropylene, steel and hybrid fiber reinforced self-consolidating concrete. Construction and Building Materials, 188, 280-291.
Deng Y, Yang Y (2024). An experimental study on corrosion resistance and bond behavior of reinforced concrete structures with various fibers. KSCE Journal of Civil Engineering, 28(12), 5593-5603.
Diab AM, Elyamany HE, Hussein MA, Al Ashy HM (2014). Properties of pull-out bond strength and concept to assess ultimate bond stress of NSC and HSC. Magazine of Concrete Research, 66(17), 877-895.
Dubal AC, Naktode PL (2024). Effect of polypropylene fiber on the properties of self-compacting concrete with M-sand. Educational Administration Theory and Practice, 30(2), 1-8.
Fahmy NG, Hussien RM, Abd El-Hafez LM, Mohamed RAS, Faried AS (2022). Comparative study on fresh, mechanical, microstructure properties and corrosion resistance of self-compacted concrete incorporating nanoparticles extracted from industrial wastes under various curing conditions. Journal of Building Engineering, 57, 104874.
Faraj RH, Sherwani AFH, Daraei A (2019). Mechanical, fracture and durability properties of self-compacting high-strength concrete containing recycled polypropylene plastic particles. Journal of Building Engineering, 25, 100808.
Hadi MNS (2008). Bond of high strength concrete with high strength reinforcing steel. The Open Civil Engineering Journal, 2(1), 143-147.
Hasan M, Alkhaly YR, Hamzani, Fikri R, Saidi T (2025). Properties of high-strength concrete incorporating calcined diatomaceous earth, polypropylene and glass fibers. Buildings, 15(2), 225.
Hima Bindu K, Rathna Chary M, Haranatti JS, Rao LV, Dev PV, Kotov EV (2024). Behavior of high strength reinforced cement concrete with polypropylene and steel fibres. MATEC Web of Conferences, 392, 01011.
Hou L, Zhou B, Guo S, Aslani F, Chen D (2019). Corrosion behavior and flexural performance of reinforced concrete/ultrahigh toughness cementitious composite beams under sustained loading and shrinkage cracking. Construction and Building Materials, 198, 278-287.
IS 456 (2000). Plain and reinforced concrete. Code of practice. Bureau of Indian Standards, New Delhi, India.
IS 516 (1959). Methods of tests for strength of concrete. Bureau of Indian Standards, New Delhi, India.
IS 2770 (1967). Methods of testing bond in reinforced concrete. Part 1: Pull-out test. Bureau of Indian Standards, New Delhi, India.
IS 5816 (1999). Method of test for splitting tensile strength of concrete. Bureau of Indian Standards, New Delhi, India.
IS 10262 (2019). Concrete mix proportioning. Guidelines. Bureau of Indian Standards, New Delhi, India.
IS 12269 (2013). Ordinary Portland cement, 53 grade. Specification. Bureau of Indian Standards, New Delhi, India.
Khaloo A, Daneshyar A, Rezaei B, Fartash A (2022). Fiber bridging in polypropylene-reinforced high-strength concrete: An experimental and numerical survey. Structural Concrete, 23(1), 457-472.
Labaran YH, Atmaca N, Tan M, Atmaca K (2024). High-strength fiber-reinforced concrete: Assessing the impact of polyvinyl alcohol, glass and polypropylene fibers on structural integrity and cost efficiency. Discover Civil Engineering, 1(1), 37.
Leporace-Guimil B, Conforti A, Zerbino R, Plizzari GA (2021). Chloride-induced corrosion in reinforced concrete and fiber reinforced concrete elements under tensile service loads. Cement and Concrete Composites, 124, 104245.
Lin JX, Luo RH, Su JY, Guo YC, Chen WS (2024). Coarse synthetic fibers as a replacement to steel fibers in UHPC: Tensile behavior, environmental and economic assessment. Construction and Building Materials, 412, 134654.
Mazaheripour H, Ghanbarpour S, Mirmoradi SH, Hosseinpour I (2011). The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete. Construction and Building Materials, 25(1), 351-358.
Mohamad N, Embong R, Othman NH, Muthusamy K, Jaafar MFM (2025). Flowability and compressive strength of ternary blended cement mortar of coal bottom ash and ground cockle shell ash. Challenge Journal of Concrete Research Letters, 16(1), 25–32.
Ouda AS (2024). Insights into the physico-mechanical characteristics and corrosion behavior of high-performance heavy density concrete used in the construction of electro-nuclear power facilities. Construction and Building Materials, 443, 137838.
Pan C, Chen N, He J, Liu S, Chen K, Wang P, Xu P (2020). Effects of corrosion inhibitor and functional components on the electrochemical and mechanical properties of concrete subject to chloride environment. Construction and Building Materials, 260, 119724.
Patil SV (2025). Predictive modelling of acoustic emission signal data for corrosion assessment: A modified dimensional analysis based approach. Challenge Journal of Concrete Research Letters, 16(3), 125–132.
Qin Y, Zhang X, Chai J, Xu Z, Li S (2019). Experimental study of compressive behavior of polypropylene-fiber-reinforced and polypropylene-fiber-fabric-reinforced concrete. Construction and Building Materials, 194, 216-225.
Ranjbar N, Talebian S, Mehrali M, Kuenzel C, Metselaar HSC, Jumaat MZ (2016). Mechanisms of interfacial bond in steel and polypropylene fiber reinforced geopolymer composites. Composites Science and Technology, 122, 73-81.
Resende HF, Reis ED, Arroyo FN, De Moraes MHM, Dos Santos HF, Da Silva EG, Lahr FAR (2022). Residual mechanical properties and durability of high-strength concrete with polypropylene fibers in high temperatures. Materials, 15(13), 4711.
Sangkeaw P, Thongchom C, Keawsawasvong S, Prasittisopin L (2025). Mechanical properties and microstructure of cellulose fiber and synthetic fiber reinforced high-strength concrete. Arabian Journal for Science and Engineering, 50(3), 2149-2168.
Sola E, Ožbolt J, Balabanić G, Mir ZM (2019). Experimental and numerical study of accelerated corrosion of steel reinforcement in concrete: Transport of corrosion products. Cement and Concrete Research, 120, 119-131.
Song HW, Saraswathy V (2007). Corrosion monitoring of reinforced concrete structures: A review. International Journal of Electrochemical Science, 2(1), 1-28.
Srivastava A, Mishra A, Singh SK (2025). Mechanical and durability study of nano TiO2 and nano SiO2 on fiber reinforced concrete. Challenge Journal of Concrete Research Letters, 16(1), 33–39.
Tanash AO, Budiea AMA, Md Jaafar MF, Muthusamy K, Zulkarnain F (2025). Experimental study on the mechanical performance of polypropylene fiber-reinforced concrete incorporating palm oil fuel ash as partial cement replacement. Challenge Journal of Concrete Research Letters, 16(3), 115–124.
Tarhan Y, Tarhan İH, Perrot A (2025). Improving bond performance of 3D-printable earth-based mortar reinforced with jute fibers. Challenge Journal of Structural Mechanics, 11(2), 99–105.
Tastani SP, Pantazopoulou SJ (2010). Direct tension pullout bond test: Experimental results. Journal of Structural Engineering, 136(6), 731-743.
Torre-Casanova A, Jason L, Davenne L, Pinelli X (2013). Confinement effects on the steel-concrete bond strength and pull-out failure. Engineering Fracture Mechanics, 97, 92-104.
Torres-Ortega R, Quiñonez-Bolaños E, Tejada-Tovar C, García-Díaz Y, Cabarcas-Torres I (2021). High-strength concrete with natural aggregates, silica fume and polypropylene macrofibers. Ciencia e Ingeniería Neogranadina, 31(2), 27-40.
Touahri A, Branci T, Yahia A, Ezziane K (2021). Effect of recycled polypropylene fiber on high strength concrete and normal strength concrete properties. Advances in Materials Research, 10(4), 267-281.
Tsiotsias K, Pantazopoulou SJ (2021). Bond behavior of high-performance fiber reinforced concrete under direct tension pullout. Engineering Structures, 243, 112701.
Urtekin Y, Çelik Z (2025). Investigation of the effects of re-curing on mechanical properties of basalt-polypropylene hybrid fiber concretes after exposure to high temperature. Challenge Journal of Structural Mechanics, 11(1), 14–23.
Uysal M, Tanyildizi H (2012). Estimation of compressive strength of self-compacting concrete containing polypropylene fiber and mineral additives exposed to high temperature using artificial neural network. Construction and Building Materials, 27(1), 404-414.
Varghese A, Anand N, Arulraj GP, Alengaram UJ (2019). Influence of fibers on bond strength of concrete exposed to elevated temperature. Journal of Adhesion Science and Technology, 33(14), 1521-1543.
Zhao J, Yang X, Fan J, Gao S, Ma H (2022). Research on dynamic compressive performance of polypropylene fiber reinforced high-strength concrete under freeze-thaw environment. Advances in Materials Science and Engineering, 2022, 9079019.




