Development of a Green High-Performance Fiber-Reinforced Cementitious Composite Using Local Ingredients
Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 4
Abstract
Recent materials developed and applied for repairing, strengthening, and refining the performance of various structural elements are high-performance fiber-reinforced cement composites (HPFRCCs). These materials exhibit appropriate strain-hardening behavior when subjected to tensile loading. Currently, an apparent need is felt for these construction materials in all the world’s countries. The fibers used in HPFRCCs are primarily polyvinyl alcohol (PVA), polyethylene (PE), and high-tenacity polypropylene (HTPP) fibers. Due to the high cost and unavailability of the mentioned fibers, it is not possible to make HPFRCC in many parts of the world. The aim of this study is to achieve HPFRCC constructed from locally accessible ingredients and substances with proper mechanical properties, specifically increasing the tensile strain capacity and being consistent with the environment. For this purpose, 18 mixtures were examined in such a way that the written mix designs included various cases of cement type (ordinary portland cement, limestone calcined clay cement), filler type (silica sand, limestone powder, and their mixture), amount (in two ratio percentages of 0.5 and 1 concerning binders), and cases of water to solid ingredient ratios (0.2, 0.25, 0.3, 0.35, 0.4). The applied fiber in this article was ordinary polypropylene fiber, and in order to investigate the mechanical behavior of the studied mix compositions, compressive strength, direct tensile strength, a three-point bending test, and a scanning electron microscope (SEM) were used. Also, to assess the sustainability of mix designs, material sustainability indicators (MSI) were approved from the perspective of embodied energy and carbon footprint. Finally, it is shown that using local ingredients and ordinary polypropylene fiber, a green composite with a tensile strain capacity of 3.7% is possible. Moreover, replacing ordinary portland cement (OPC) with limestone calcined clay cement (LC3) in mixtures will decrease the compressive strength on average by 20%, increase the tensile strain capacity by 54%, reduce the production of carbon dioxide gas by 34%, reduce energy consumption by 18%, and increase the price by 4%.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
References
Afefy, H. M., and M. H. Mahmoud. 2014. “Structural performance of RC slabs provided by pre-cast ECC strips in tension cover zone.” Constr Build Mater. 65 (Aug): 103–113. https://doi.org/10.1016/j.conbuildmat.2014.04.096.
Al-Osta, M. A., M. N. Isa, M. H. Baluch, and M. K. Rahman. 2017. “Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete.” Constr. Build. Mater. 134 (Mar): 279–296. https://doi.org/10.1016/j.conbuildmat.2016.12.094.
Al-Qadi, A. N., and S. M. Al-Zaidyeen. 2014. “Effect of fiber content and specimen shape on residual strength of polypropylene fiber self-compacting concrete exposed to elevated temperatures.” J. King Saud Univ. Eng. Sci. 26 (1): 33–39. https://doi.org/10.1016/j.jksues.2012.12.002.
Bo-Tao, H., L. Qing-Hua, X. Shi-Lang, and Z. Bin. 2019. “Strengthening of reinforced concrete structure using sprayable fiber reinforced cementitious composites with high ductility.” Compos. Struct. 220 (Jul): 940–952. https://doi.org/10.1016/j.compstruct.2019.04.061.
Chen, G., Y. He, H. Yang, J. F. Chen, and Y. C. Guo. 2014. “Compressive behavior of steel fiber reinforced recycled aggregate concrete after exposure to elevated temperatures.” Constr. Build Mater. 71 (Mar): 1–15. https://doi.org/10.1016/j.conbuildmat.2014.08.012.
Dhandapani, Y., T. Sakthivel, M. Santhanam, R. Gettu, and R. G. Pillai. 2018. “Mechanical properties and durability performance of concretes with limestone calcined clay cement (LC3).” Cem. Concr. Res. 107 (May): 136–151. https://doi.org/10.1016/j.cemconres.2018.02.005.
Dopko, M., M. Najimi, B. Shafei, X. Wang, P. Taylor, and B. M. Phares. 2018. “Flexural performance evaluation of fiber-reinforced concrete incorporating multiple macro-synthetic fibers.” Transp. Res. Rec. 2672 (27): 1–12. https://doi.org/10.1177/0361198118798986.
Du, Q., J. Wei, and J. Lv. 2017. “Effects of high temperature on mechanical properties of polyvinyl alcohol engineered cementitious composites.” Int. J. Civ. Eng. 16 (Aug): 965–972. https://doi.org/10.1007/s40999-017-0245-0.
Felekoglu, B., K. T. Felekoglu, R. Ranade, Q. Zhang, and V. C. Li. 2014a. “Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC.” Compos. B. Eng. 60 (Mar): 359–370. https://doi.org/10.1016/j.compositesb.2013.12.076.
Felekoglu, B., K. Tosun, and B. A. Baradan. 2009. “Comparative study on the flexural performance of plasma treated polypropylene fiber reinforced cementitious composites.” J. Mater. Process. Technol. 209 (11): 5133–5144. https://doi.org/10.1016/j.jmatprotec.2009.02.015.
Felekoglu, K. T., B. Felekoglu, R. Ranade, B. Y. Lee, and V. C. Li. 2014b. “The role of flaw size and fiber distribution on tensile ductility of PVA-ECC.” Composites, Part B 56 (Jan): 536–545. https://doi.org/10.1016/j.compositesb.2013.08.089.
Feng, J., F. Yang, and S. H. Qian. 2021. “Improving the bond between polypropylene fiber and cement matrix by nano calcium carbonate modification.” Constr Build Mater. 269 (Feb): 121249. https://doi.org/10.1016/j.conbuildmat.2020.121249.
Fiore, V., T. Scalici, G. Di Bella, and A. A. Valenza. 2015. “Review on basalt fiber and its composites.” Composites, Part B 74 (Jun): 74–94. https://doi.org/10.1016/j.compositesb.2014.12.034.
Gbozee, M., K. Zheng, F. He, and X. Zeng. 2018. “The influence of aluminum from metakaolin on chemical binding of chloride ions in hydrated cement pastes.” Appl. Clay Sci. 158 (May): 186–194. https://doi.org/10.1016/j.clay.2018.03.038.
Guo, Y., T. Zhang, W. Tian, J. Wei, and Q. Yu. 2019. “Physically and chemically bound chlorides in hydrated cement pastes: A comparison study of the effects of silica fume and metakaolin.” J. Mater. Sci. 54 (3): 2152–2169. https://doi.org/10.1007/s10853-018-2953-5.
Hao, Y., L. Cheng, H. Hao, and M. A. Shahin. 2018. “Enhancing fiber/matrix bonding in polypropylene fiber reinforced cementitious composites by microbially induced calcite precipitation pre-treatment.” Cem. Concr. Compos. 88 (Mar): 1–7. https://doi.org/10.1016/j.cemconcomp.2018.01.001.
Huang, B. T., Q. H. Li, S. L. Xu, and B. Zhou. 2019. “Strengthening of reinforced concrete structure using sprayable fiber reinforced cementitious composites with high ductility.” Compos. Struct. 220 (Jul): 940–952. https://doi.org/10.1016/j.compstruct.2019.04.061.
Karimpour, H., and M. Mazloom. 2022. “Pseudo-strain hardening and mechanical properties of green cementitious composites containing polypropylene fibers.” Struct. Eng. Mech. 8 (2): 575–589. https://doi.org/10.12989/sem.2022.81.5.575.
Lhoneux, B., R. Kalbskopf, P. Kim, V. C. Li, Z. Lin, D. Vidts, S. Wang, and H. C. Wu. 2002. “Development of high tenacity polypropylene fibers for cementitious composites.” In Proc., JCI Int. Workshop on Ductile Fiber Reinforced Cementitious Composites. Takayama, Japan: Japan Concrete Institute.
Li, V. C., C. Wu, S. Wang, A. Ogawa, and T. Saito. 2002. “Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composite (PVA-ECC).” ACI Mater. J. 99 (5): 463–472. https://doi.org/10.14359/12325.
Li, Y., W. Li, D. Deng, K. Wang, and W. H. Duan. 2018. “Reinforcement effects of polyvinyl alcohol and polypropylene fibers on flexural behaviors of sulfoaluminate cement matrices.” Cem. Concr. Compos. 88 (May): 139–149. https://doi.org/10.1016/j.cemconcomp.2018.02.004.
Liu, H., Q. Zhang, V. C. Li, H. Su, and G. Gu. 2017. “Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment.” Constr. Build Mater. 133 (Feb): 171–181. https://doi.org/10.1016/j.conbuildmat.2016.12.074.
Longhi, M. A., E. D. Rodríguez, B. Walkley, Z. Zhang, and A. P. Kirchheim. 2020. “Metakaolin-based geopolymers: Relation between formulation, physicochemical properties and efflorescence formation.” Composites, Part B 182 (Feb): 107671. https://doi.org/10.1016/j.compositesb.2019.107671.
Maraghechi, H., F. Avet, H. Wong, H. Kamyab, and K. Scrivener. 2018. “Performance of limestone calcined clay cement (LC3) with various kaolinite contents with respect to chloride transport.” Mater Struct. 51 (5): 1–7. https://doi.org/10.1617/s11527-018-1255-3.
Mazloom, M., and S. Mirzamohammadi. 2019. “Thermal effects on the mechanical properties of cement mortars reinforced with aramid, glass, basalt and polypropylene fibers.” Adv. Mater. Res. 8 (2): 137–154. https://doi.org/10.12989/amr.2019.8.2.137.
Mazloom, M., and S. Mirzamohammadi. 2021a. “Computing the fracture energy of fiber reinforced cementitious composites using response surface methodology.” Adv. Comput. Des. 6 (3): 225–239. https://doi.org/10.12989/acd.2021.6.3.225.
Mazloom, M., and S. Mirzamohammadi. 2021b. “Fracture of fiber-reinforced cementitious composites after exposure to elevated temperatures.” Mag. Concr. Res. 73 (14): 701–713. https://doi.org/10.1680/jmacr.19.00401.
Mirzamohammadi, S., and M. Mazloom. 2021. “Monitoring the required energy for the crack propagation of fiber-reinforced cementitious composite.” Struct. Monit. Maint. 8 (3): 279–294. https://doi.org/10.12989/smm.2021.8.3.279.
Muzenda, T. R., P. Hou, S. Kawashima, T. Sui, and X. Cheng. 2020. “The role of limestone and calcined clay on the rheological properties of LC3.” Cem Concr Compos. 107 (Mar): 103516. https://doi.org/10.1016/j.cemconcomp.2020.103516.
Ozawa, M., and H. Morimoto. 2014. “Effect of various fibers on high-temperature spalling in high-performance concrete.” Constr. Build. Mater. 71 (Nov): 83–92. https://doi.org/10.1016/j.conbuildmat.2014.07.068.
Panda, B., S. Ruan, C. Unluer, and M. J. Tan. 2020. “Investigation of the properties of alkali-activated slag mixes involving the use of nano clay and nucleation seeds for 3D printing.” Composites, Part B 186 (Apr): 107826. https://doi.org/10.1016/j.compositesb.2020.107826.
Rambo, D. A. S., A. Blanco, A. D. de Figueiredo, E. R. F. dos Santos, R. D. Toledo Filho, and O. D. F. M. Gomes. 2018. “Study of temperature effect on macro-synthetic fiber reinforced concretes by means of Barcelona tests: An approach focused on tunnels assessment.” Constr. Build. Mater. 158 (Jan): 443–453. https://doi.org/10.1016/j.conbuildmat.2017.10.046.
Ranade, R., J. Zhang, J. P. Lynch, and V. C. Li. 2014. “Influence of micro-cracking on the composite resistivity of engineered cementitious composites.” Cem. Concr. Res. 58 (Apr): 1–12. https://doi.org/10.1016/j.cemconres.2014.01.002.
Ríos, J. D., H. Cifuentes, C. Leiva, C. Garcia, and D. Maria. 2018. “Behavior of high-strength polypropylene fiber-reinforced self-compacting concrete exposed to high temperatures.” J. Mater. Civ. Eng. 30 (11): 04018271. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002491.
Rostami, R., M. Zarrebini, M. Mandegari, K. Sanginabadi, D. Mostofinejad, S. M. Abtahi, and R. Rostami. 2019. “The effect of concrete alkalinity on behavior of reinforcing polyester and polypropylene fibers with similar properties.” Cem. Concr. Compos. 97 (Mar): 118–124. https://doi.org/10.1016/j.cemconcomp.2018.12.012.
Ruano, G., F. Isla, B. Luccioni, R. Zerbino, and G. Giaccio. 2018. “Steel fibers pull-out after exposure to high temperatures and its contribution to the residual mechanical behavior of high strength concrete.” Constr. Build. Mater. 163 (Mar): 571–585. https://doi.org/10.1016/j.conbuildmat.2017.12.129.
Şahmaran, M., M. Lachemi, K. M. A. Hossain, and V. C. Li. 2009. “Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking.” Cem Concr Res. 39 (10): 893–901. https://doi.org/10.1016/j.cemconres.2009.07.006.
Sasmal, S., and G. Avinash. 2016. “Investigations on mechanical performance of cementitious composites micro-engineered with poly vinyl alcohol fibers.” Constr. Build. Mater. 128 (Dec): 136–147. https://doi.org/10.1016/j.conbuildmat.2016.10.025.
Seyrek, Y., and K. T. Felekoğlub. 2022. “Selection of proper matrix with plasma-treated HTPP fiber reinforced cementitious composites in terms of flexural toughness.” J. Build. Eng. 45 (Jan): 103632. https://doi.org/10.1016/j.jobe.2021.103632.
Shi, Z., S. Ferreiro, B. Lothenbach, M. R. Geiker, W. Kunther, J. Kaufmann, D. Herfort, and J. Skibsted. 2019. “Sulfate resistance of calcined clay–limestone–portland cements.” Cem. Concr. Res. 116 (Feb): 238–251. https://doi.org/10.1016/j.cemconres.2018.11.003.
Sui, S., F. Georget, H. Maraghechi, W. Sun, and K. Scrivener. 2019. “Towards a generic approach to durability: Factors affecting chloride transport in binary and ternary cementitious materials.” Cem. Concr. Res. 124: 105783. https://doi.org/10.1016/j.cemconres.2019.105783.
Tian, H., and Y. X. Zhang. 2017. “Ageing effect on tensile and shrinkage behavior of new green hybrid fiber-reinforced cementitious composites.” Cem. Concr. Compos. 75 (Jan): 38–50. https://doi.org/10.1016/j.cemconcomp.2016.11.005.
van Zijl, G. P. 2009. “Constitutive model for fiber-reinforced strain hardening cement composites (SHCC).” Concr. Beton. 123: 8–15.
van Zijl, G. P., and L. de Beer. 2019. “Sprayed strain-hardening cement-based composite overlay for shear strengthening of unreinforced load-bearing masonry.” Adv. Struct. Eng. 22 (5): 1121–1135. https://doi.org/10.1177/1369433218807686.
van Zijl, G. P., V. Slowik, R. D. T. Filho, F. H. Wittmann, and H. Mihashi. 2016. “Comparative testing of crack formation in strain-hardening cement-based composites (SHCC).” Mater. Struct. 49 (Apr): 1175–1189. https://doi.org/10.1617/s11527-015-0567-9.
Yu, J., J. Lin, Z. Zhang, and V. C. Li. 2015. “Mechanical performance of ECC with high-volume fly ash after sub-elevated temperatures.” Constr. Build. Mater. 99 (Nov): 82–89. https://doi.org/10.1016/j.conbuildmat.2015.09.002.
Yu, J., H. Wu, and C. K. Y. Leung. 2020a. “Feasibility of using ultrahigh-volume limestone calcined clay blend to develop sustainable medium-strength engineered cementitious composites (ECC).” J. Clean. Prod. 262 (Jul): 121343. https://doi.org/10.1016/j.jclepro.2020.121343.
Yu, K., Y. Wanga, J. Yu, and S. Xu. 2017. “A strain-hardening cementitious composites with the tensile capacity up to 8%.” Constr. Build. Mater. 137 (Apr): 410–419. https://doi.org/10.1016/j.conbuildmat.2017.01.060.
Yu, K., J. Yu, J. Dai, J. Lu, and S. Shah. 2018. “Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers.” Constr. Build. Mater. 158 (Jan): 217–227. https://doi.org/10.1016/j.conbuildmat.2017.10.040.
Yu, K. Q., Z. D. Lu, J. G. Dai, and P. Shah. 2020b. “Direct tensile properties and stress–strain model of UHP-ECC.” J. Mater. Civ. Eng. 32 (1): 04019334. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002975.
Zhang, D., B. Jaworska, H. Zhu, K. Dahlquist, and V. C. Li. 2020a. “Engineered cementitious composites (ECC) with limestone calcined clay cement (LC3).” Cem. Concr. Compos. 114 (Nov): 103766. https://doi.org/10.1016/j.cemconcomp.2020.103766.
Zhang, D., J. Yu, H. Wu, B. Jaworska, B. R. Ellis, and V. C. Li. 2020b. “Discontinuous micro-fibers as intrinsic reinforcement for ductile engineered cementitious composites (ECC).” Composites, Part B 184 (Mar): 107741. https://doi.org/10.1016/j.compositesb.2020.107741.
Zhu, H., K. Yu, and V. C. Li. 2021. “Sprayable engineered cementitious composites (ECC) using calcined clay limestone cement (LC3) and PP fiber.” Cem. Concr. Compos. 115 (Jan): 103868. https://doi.org/10.1016/j.cemconcomp.2020.103868.
Zhu, H., D. Zhang, T. Wang, H. Wu, and V. C. Li. 2020. “Mechanical and self-healing behavior of low carbon engineered cementitious composites reinforced with PP-fibers.” Constr. Build. Mater. 259 (Oct): 119805. https://doi.org/10.1016/j.conbuildmat.2020.119805.
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Published In
Journal of Materials in Civil Engineering
Volume 36 • Issue 4 • April 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Feb 2, 2023
Accepted: Oct 3, 2023
Published online: Jan 29, 2024
Published in print: Apr 1, 2024
Discussion open until: Jun 29, 2024
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