Technical Notes
Jul 28, 2020

Effect of Hybrid Fibers on Flexural and Tensile Properties of Ultrahigh Performance Fiber-Reinforced Cementitious Composites: Experiments and Calculation

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 10

Abstract

This paper addresses effects of hybrid fibers on the flexural and tensile properties of ultrahigh performance fiber-reinforced cementitious composites (UHPFRCC). The workability, compressive strength, flexural strength, and uniaxial tensile properties of designed UHPFRCCs were investigated. The results indicate that UHPFRCC containing 1.5% long steel fiber and 0.5% short steel fiber exhibits the best flexural property. Flexural strength was decreased with the increased amount of plastic fibers, resulting from inhomogeneous distribution of steel fibers. UHPFRCCs with larger amounts of short steel fibers show higher ultimate tensile strength. In addition, first-cracking tensile strength and ultimate tensile strength of UHPFRCC with plastic fibers were reduced but the strain-hardening process was enhanced. An analytical model was utilized to predict the ultimate tensile strength of hybrid fiber-reinforced UHPFRCC; theoretical calculations and the experimental results were in good agreement, which was used to explain the effect of hybrid fibers on the ultimate tensile strength of UHPFRCC. Various hybridization designs of fibers and the high volume of mineral admixtures can significantly reduce the environmental impact and develop a novel cleaner construction product with excellent materials properties.

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Acknowledgments

The author gratefully acknowledge the research support by the 973 Program of China (Grant No. 2015CB655100), Postgraduate Research & Practice Innovation Program of Jiangsu Province (Grant No. SJKY19_0073). The author also greatly appreciates Jiangsu Research Institute of Building Science Co., Ltd. and the State Key Laboratory of High Performance Civil Engineering Materials for funding the research project.

References

Abrishambaf, A., J. Barros, and V. M. Cunha. 2013. “Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels.” Cem. Concr. Res. 51 (Sep): 57–66. https://doi.org/10.1016/j.cemconres.2013.04.009.
Abrishambaf, A., J. Barros, and M. C. F. Cunha Victor. 2013. “Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels.” Cem. Concr. Res. 51: 57–66.
Andreasen, A. M., and J. Andersen. 1930. “Über die Beziehungen zwischen Kornabstufungen und Zwischenraum in Produkten aus losen Körnern (mit einigen Experimenten).” Kolloid-Zeitschrift 50 (3): 217–228. https://doi.org/10.1007/BF01422986.
Aslam, M., P. Shafigh, and M. Z. Jumaat. 2016. “Drying shrinkage behaviour of structural lightweight aggregate concrete containing blended oil palm bio-products.” J. Cleaner Prod. 127 (Jul): 183–194. https://doi.org/10.1016/j.jclepro.2016.03.165.
ASTM. 2005. Standard test method for compressive strength of hydraulic cement mortars [using 2-in. or (50 mm) cube specimens]. ASTM C109/C109M-20a. West Conshohocken, PA: ASTM.
Banthia, N., and R. Gupta. 2004. “Hybrid fiber reinforced concrete (HyFRC): Fiber synergy in high strength matrices.” Mater. Struct. 37 (10): 707–716. https://doi.org/10.1007/BF02480516.
Banthia, N., F. Majdzadeh, and J. Wu. 2014. “Fiber synergy in hybrid fiber reinforced concrete (HyFRC) in flexure and direct shear.” Cem. Concr. Compos. 48 (Apr): 91–97. https://doi.org/10.1016/j.cemconcomp.2013.10.018.
Brouwers, H. J. 2006. “Particle-size distribution and packing fraction of geometric random packings.” Phys. Rev. E 74 (3): 1309–1314. https://doi.org/10.1103/PhysRevE.74.031309.
Brouwers, H. J., and H. J. Radix. 2005. “Self compacting concrete: Theoretical and experimental study.” Cem. Concr. Res. 35 (11): 2116–2136. https://doi.org/10.1016/j.cemconres.2005.06.002.
Ganesan, N., P. V. Indira, and M. V. Sabeena. 2014. “Bond stress slip response of bars embedded in hybrid fibre reinforced high performance concrete.” Constr. Build. Mater. 50 (Jan): 108–115. https://doi.org/10.1016/j.conbuildmat.2013.09.032.
Ghafari, E., H. Costa, and E. Júlio. 2014. “RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers.” Constr. Build. Mater. 66 (Sep): 375–383. https://doi.org/10.1016/j.conbuildmat.2014.05.064.
Gursel, A. P., H. Maryman, and C. Ostertag. 2016. “A life-cycle approach to environmental, mechanical, and durability properties of ‘green’ concrete mixes with rice husk ash.” J. Cleaner Prod. 112 (Jan): 823–836. https://doi.org/10.1016/j.jclepro.2015.06.029.
Hunger, M. 2010. An integral design concept for ecological self-compacting concrete. Eindhoven, Netherlands: Eindhoven Univ. of Technology.
Kanda, T., Z. Lin, and V. C. Li. 2000. “Tensile sress-strain modeling of pseudostrain hardening cementitious composites.” J. Mater. Civ. Eng. 12 (2): 147–156. https://doi.org/10.1061/(ASCE)0899-1561(2000)12:2(147).
Kang, S. H., S. G. Hong, and J. Moon. 2018. “Shrinkage characteristics of heat-treated ultra-high performance concrete and its mitigation using superabsorbent polymer based internal curing method.” Cem. Concr. Compos. 89 (May): 130–138. https://doi.org/10.1016/j.cemconcomp.2018.03.003.
Kim, D. J., S. H. Park, K. T. Koh, and G. S. Ryu. 2011. “Comparative flexural behavior of hybrid ultra-high performance fiber reinforced concrete with different macro fibers.” Constr. Build. Mater. 25 (11): 4144–4155. https://doi.org/10.1016/j.conbuildmat.2011.04.051.
Larrard, F., and T. Sedran. 1994. “Optimization of ultra-high-performance concrete by the use of a packing model.” Cem. Concr. Res. 24 (6): 997–1009. https://doi.org/10.1016/0008-8846(94)90022-1.
Larrard, F., and T. Sedran. 2002. “Mixture-proportioning of high-performance concrete.” Cem. Concr. Res. 32 (11): 1699–1704. https://doi.org/10.1016/S0008-8846(02)00861-X.
Li, V. C. 1993. “From micromechanics to structural engineering-the design of cementitious composites for civil engineering applications.” J. Struct. Mech. Earthquake Eng. 10 (2): 37–48. https://doi.org/10.2208/jscej.1993.471_1.
Li, V. C., H. Stang, and H. Krenchel. 1993. “Micromechanics of crack bridging in fiber-reinforced concrete.” Mater. Struct. 26 (8): 486–494. https://doi.org/10.1007/BF02472808.
Li, V. C., and S. Wang. 1994. “Determination of interfacial debond mode for fiber-reinforced cementitious composites.” J. Eng. Mech. 120 (4): 707–719. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:4(707).
Lin, Z., T. Kanda, and V. C. Li. 1999. “On interface property characterization and performance of fiber reinforced cementitious composites.” J. Concr. Sci. Eng. 1: 173–184.
Lura, P., O. M. Jensen, and K. Breugel. 2003. “Autogenous shrinkage in high performance cement paste: An evaluation of basic mechanisms.” Cem. Concr. Res. 33 (2): 223–232. https://doi.org/10.1016/S0008-8846(02)00890-6.
Maalej, M., and V. C. Li. 1995. “Effect of fiber rupture on tensile properties of short fiber composites.” J. Eng. Mech. 121 (8): 903–913. https://doi.org/10.1061/(ASCE)0733-9399(1995)121:8(903).
Madlool, N. A., R. Saidur, M. S. Hossain, and N. A. Rahim. 2011. “A critical review on energy use and savings in the cement industries.” Renewable Sustainable Energy Rev. 15 (4): 2042–2060. https://doi.org/10.1016/j.rser.2011.01.005.
Millard, S. G., M. N. Soutsos, and S. L. Yang. 2009. “Influence of aggregate and curing regime on the mechanical properties of ultra-high performance fibre reinforced concrete (UHPFRC).” Constr. Build. Mater. 23 (6): 2192–2198.
Naaman, A. E., and H. W. Reinhardt. 1996. “Characterization of high performance fiber reinforced cement composites.” In Proc., 2nd Int. RILEM Workshop, 1–24. New York: Van Nostrand Reinhold.
Park, S. H., D. J. Kim, and G. S. Ryu. 2012. “Tensile behaviour of ultra-high performance hybrid fibre reinforced concrete.” Cem. Concr. Compos. 34 (2): 172–184. https://doi.org/10.1016/j.cemconcomp.2011.09.009.
Park, S. H., G. S. Ryu, K. T. Koh, and D. J. Kim. 2014. “Effect of shrinkage reducing agent on pullout resistance of high-strength steel fibers embedded in ultra high performance concrete.” Cem. Concr. Compos. 49 (May): 59–69. https://doi.org/10.1016/j.cemconcomp.2013.12.012.
Shafieifar, M., M. Farzad, and A. Azizinamini. 2017. “Construction and building materials experimental and numerical study on mechanical properties of ultra high performance concrete (UHPC).” Constr. Build. Mater. 156 (Dec): 402–411. https://doi.org/10.1016/j.conbuildmat.2017.08.170.
Shi, C., Z. Wu, J. Xiao, D. Wang, Z. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete. Part I: Raw materials and mixture design.” Construct. Build. Mater. 101 (Dec): 741–751. https://doi.org/10.1016/j.conbuildmat.2015.10.088.
Soetens, T., A. Gysel, and S. Matthys. 2013. “A semi-analytical model to predict the pull-out behaviour of inclined hooked-end steel fibres.” Constr. Build. Mater. 43 (Jun): 253–265. https://doi.org/10.1016/j.conbuildmat.2013.01.034.
Spiesz, H. J., and R. Yu. 2015. “Development of Ultra-high performance fiber reinforced concrete towards an efficient utilization of binders and fibers.” Constr. Build. Mater. 79 (Mar): 273–282. https://doi.org/10.1016/j.conbuildmat.2015.01.050.
Wang, J. Y., and J. Y. Guo. 2018. “Damage investigation of ultra high performance concrete under direct tensile test using acoustic emission techniques.” Cem. Concr. Compos. 88 (Apr): 17–28. https://doi.org/10.1016/j.cemconcomp.2018.01.007.
Wille, K., S. El-Tawil, and A. E. Naaman. 2014. “Properties of strain hardening ultra high performance fiber reinforced concrete(UHPFRC) under direct tensile loading.” Cem. Concr. Compos. 48 (Apr): 53–66. https://doi.org/10.1016/j.cemconcomp.2013.12.015.
Wu, H. C., and V. C. Li. 1999. “Fiber/cement interface tailoring with plasma treatment.” Cem. Concr. Compos. 21 (3): 205–212. https://doi.org/10.1016/S0958-9465(98)00053-5.
Yap, S. P., C. H. Bu, and U. J. Alengaram. 2014. “Flexural toughness characteristics of steel-polypropylene hybrid fibre-reinforced oil palm shell concrete.” Mater. Des. 57 (May): 652–659. https://doi.org/10.1016/j.matdes.2014.01.004.
Yazici, H., H. Yiğiter, A. S. Karabulut, and B. Baradan. 2008. “Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete.” Fuel 87 (12): 2401–2407. https://doi.org/10.1016/j.fuel.2008.03.005.
Yoo, D. Y., S. W. Kim, and J. J. Park. 2017. “Comparative flexural behavior of ultra-high performance concrete reinforced with hybrid straight steel fibers.” Constr. Build. Mater. 132 (Feb): 219–229. https://doi.org/10.1016/j.conbuildmat.2016.11.104.
Yu, R., P. Spiesz, and H. J. Brouwers. 2014a. “Static properties and impact resistance of a green ultra-high performance hybrid fibre reinforced concrete (UHPHFRC): Experiments and modeling.” Constr. Build. Mater. 68 (Oct): 158–171. https://doi.org/10.1016/j.conbuildmat.2014.06.033.
Yu, R., P. Tang, P. Spiesz, and H. J. H. Brouwers. 2014b. “A study of multiple effects of nano-silica and hybrid fibres on the properties of ultra-high performance fibre reinforced concrete (UHPFRC) incorporating waste bottom ash (WBA).” Constr. Build. Mater. 60 (Jun): 98–110. https://doi.org/10.1016/j.conbuildmat.2014.02.059.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 10October 2020

History

Received: Jul 7, 2018
Accepted: Sep 5, 2019
Published online: Jul 28, 2020
Published in print: Oct 1, 2020
Discussion open until: Dec 28, 2020

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Hao Zhang, Ph.D. [email protected]
Sobute New Materials, State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 210008, China. Email: [email protected]

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