Technical Papers
Feb 20, 2019

Influence of Hybrid Fiber Reinforcement on Mechanical Properties and Autogenous Shrinkage of an Ecological UHPFRCC

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 5

Abstract

Ultra-high-performance fiber-reinforced cementitious composites UHPFRCC) possess outstanding mechanical properties and durability. Strength development and shrinkage deformation are critical properties of UHPFRCC and should be carefully settled during their application. In this study, hybrid fibers of straight steel fiber (SSF), end-hooked steel fiber (HSF), and cellulose fiber (CF) were used to improve the strength development and reduce the autogenous shrinkage of an ecological UHPFRCC owing to their synergistic effects. Samples with different SSF/HSF ratios, 1:0, 1:1, 2:1, 3:1, 4:1, and 0:1, and with different CF dosages, 0, 0.7, 0.9, and 1.1  kg/m3, were tested. The results implied that the strength development of the UHPFRCC was improved efficiently with the addition of HSF due to its greater bond strength. The compressive strength of the UHPFRCC increased with the increasing ratio of HSF/SSF, achieving its maximum level of 224.8 MPa at HSF/SSF of 1/3 and then decreasing slightly. The addition of CF significantly improved the flexural strength of the UHPFRCC with no compressive strength decline. The internal curing effect of CF inhibited the hydration degree early on and promoted a continuous hydration for a long time. The increased rate of autogenous shrinkage decreased with CF content, and the shrinkage value reduced 33% with the optimal content of CF.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant Nos. 51438003, 51678142, and 51378113) and partly supported by the National Basic Research Program of China (973 Program, Grant No. 2015CB655102) and a Plan of Six Peak Talents in Jiangsu Province (Grant No. JZ-004).

References

Abbas, S., A. M. Soliman, and M. L. Nehdi. 2015. “Exploring mechanical and durability properties of ultra-high performance concrete incorporating various steel fiber lengths and dosages.” Constr. Build. Mater. 75: 429–441. https://doi.org/10.1016/j.conbuildmat.2014.11.017.
Banthia, N., F. Majdzadeh, J. Wu, and V. Bindiganavile. 2014. “Fiber synergy in Hybrid Fiber Reinforced Concrete (HyFRC) in flexure and direct shear.” Cem. Concr. Compos. 48: 91–97. https://doi.org/10.1016/j.cemconcomp.2013.10.018.
Banyhussan, Q. S., G. Yıldırım, E. Bayraktar, S. Demirhan, and M. Şahmaran. 2016. “Deflection-hardening hybrid fiber reinforced concrete: The effect of aggregate content.” Constr. Build. Mater. 125: 41–52. https://doi.org/10.1016/j.conbuildmat.2016.08.020.
Beglarigale, A., and H. Yazıcı. 2015. “Pull-out behavior of steel fiber embedded in flowable RPC and ordinary mortar.” Constr. Build. Mater. 75: 255–265. https://doi.org/10.1016/j.conbuildmat.2014.11.037.
Bentchikou, M., A. Guidoum, K. Scrivener, K. Silhadi, and S. Hanini. 2012. “Effect of recycled cellulose fibres on the properties of lightweight cement composite matrix.” Constr. Build. Mater. 34: 451–456. https://doi.org/10.1016/j.conbuildmat.2012.02.097.
Caggiano, A., S. Gambarelli, E. Martinelli, N. Nisticò, and M. Pepe. 2016. “Experimental characterization of the post-cracking response in hybrid steel/polypropylene fiber-reinforced concrete.” Constr. Build. Mater. 125: 1035–1043. https://doi.org/10.1016/j.conbuildmat.2016.08.068.
CEN (European committee for standardization). 2005. Methods of testing cement—Part 1: Determination of strength. BS EN 196-1. London: British Standards Institution.
Deboucha, W., N. Leklou, A. Khelidj, and M. N. Oudjit. 2017. “Hydration development of mineral additives blended cement using thermogravimetric analysis (TGA): Methodology of calculating the degree of hydration.” Constr. Build. Mater. 146: 687–701. https://doi.org/10.1016/j.conbuildmat.2017.04.132.
Feng, J., W. W. Sun, X. M. Wang, and X. Y. Shi. 2014. “Mechanical analyses of hooked fiber pullout performance in ultra-high-performance concrete.” Constr. Build. Mater. 69: 403–410. https://doi.org/10.1016/j.conbuildmat.2014.07.049.
Gesoglu, M., E. Guneyisi, D. S. Asaad, and G. F. Muhyaddin. 2016. “Properties of low binder ultra-high performance cementitious composites: Comparison of nanosilica and microsilica.” Constr. Build. Mater. 102: 706–713. https://doi.org/10.1016/j.conbuildmat.2015.11.020.
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: 375–383. https://doi.org/10.1016/j.conbuildmat.2014.05.064.
Ghafari, E., S. A. Ghahari, H. Costa, E. Júlio, A. Portugal, and L. Durães. 2016. “Effect of supplementary cementitious materials on autogenous shrinkage of ultra-high performance concrete.” Constr. Build. Mater. 127: 43–48. https://doi.org/10.1016/j.conbuildmat.2016.09.123.
Gu, C., G. Ye, and W. Sun. 2015. “Ultrahigh performance concrete-properties, applications and perspectives.” Sci. China Technol. Sci. 58 (4): 587–599. https://doi.org/10.1007/s11431-015-5769-4.
Guo, L. P., W. X. Zhang, W. Sun, B. Chen, and Y. F. Liu. 2016. “High-temperature performance and multiscale damage mechanisms of hollow cellulose fiber-reinforced concrete.” Adv. Mater. Sci. Eng. 2016: 2503780. https://doi.org/10.1155/2016/2503780.
Hannawi, K., H. Bian, W. Prince-Agbodjan, and B. Raghavan. 2016. “Effect of different types of fibers on the microstructure and the mechanical behavior of ultra-high performance fiber-reinforced concretes.” Compos. Part B-Eng. 86: 214–220. https://doi.org/10.1016/j.compositesb.2015.09.059.
Hassan, A. M. T., S. W. Jones, and G. H. Mahmud. 2012. “Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC).” Constr. Build. Mater. 37: 874–882. https://doi.org/10.1016/j.conbuildmat.2012.04.030.
Huang, W., H. Kazemi-Kamyab, W. Sun, and K. Scrivener. 2017. “Effect of cement substitution by limestone on the hydration and microstructural development of ultra-high performance concrete (UHPC).” Cem. Concr. Compos. 77: 86–101. https://doi.org/10.1016/j.cemconcomp.2016.12.009.
Jensen, O. M., and P. F. Hansen. 2001. “Water-entrained cement-based materials: I. Principles and theoretical background.” Cem. Concr. Res. 31 (4): 647–654. https://doi.org/10.1016/S0008-8846(01)00463-X.
Justs, J., M. Wyrzykowski, D. Bajare, and P. Lura. 2015. “Internal curing by superabsorbent polymers in ultra-high performance concrete.” Cem. Concr. Res. 76: 82–90. https://doi.org/10.1016/j.cemconres.2015.05.005.
Justs, J., M. Wyrzykowski, F. Winnefeld, D. Bajare, and P. Lura. 2014. “Influence of superabsorbent polymers on hydration of cement pastes with low water-to-binder ratio.” J. Therm. Anal. Calorim. 115 (1): 425–432. https://doi.org/10.1007/s10973-013-3359-x.
Kang, S. T., J. I. Choi, K. T. Koh, K. S. Lee, and B. Y. Lee. 2016. “Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high performance concrete.” Compos. Struct. 145: 37–42. https://doi.org/10.1016/j.compstruct.2016.02.075.
Li, Q., X. Zhao, S. Xu, and X. Gao. 2016. “Influence of steel fiber on dynamic compressive behavior of hybrid fiber ultra high toughness cementitious composites at different strain rates.” Constr. Build. Mater. 125: 490–500. https://doi.org/10.1016/j.conbuildmat.2016.08.066.
Liu, J., F. Y. Han, G. Cui, Q. Q. Zhang, J. Lv, L. H. Zhang, and Z. Q. Yang. 2016. “Combined effect of coarse aggregate and fiber on tensile behavior of ultra-high performance concrete.” Constr. Build. Mater. 121: 310–318. https://doi.org/10.1016/j.conbuildmat.2016.05.039.
Liu, J., C. Shi, X. Ma, K. H. Khayat, J. Zhang, and D. Wang. 2017. “An overview on the effect of internal curing on shrinkage of high performance cement-based materials.” Constr. Build. Mater. 146: 702–712. https://doi.org/10.1016/j.conbuildmat.2017.04.154.
Ma, R., L. Guo, W. Sun, J. Liu, and J. Zong. 2017. “Strength-enhanced ecological ultra-high performance fibre-reinforced cementitious composites with nano-silica.” Mater. Struct. 50 (2): 166. https://doi.org/10.1617/s11527-017-1031-9.
Mármol, G., H. Savastano, M. M. Tashima, and J. L. Provis. 2016. “Optimization of the MgOSiO2 binding system for fiber-cement production with cellulosic reinforcing elements.” Mater. Des. 105: 251–261. https://doi.org/10.1016/j.matdes.2016.05.064.
Peng, Y., J. Zhang, J. Liu, J. Ke, and F. Wang. 2015. “Properties and microstructure of reactive powder concrete having a high content of phosphorous slag powder and silica fume.” Constr. Build. Mater. 101: 482–487. https://doi.org/10.1016/j.conbuildmat.2015.10.046.
Pyo, S., M. Alkaysi, and S. El-Tawil. 2016. “Crack propagation speed in ultra high performance concrete (UHPC).” Constr. Build. Mater. 114: 109–118. https://doi.org/10.1016/j.conbuildmat.2016.03.148.
Pyo, S., and H.-K. Kim. 2017. “Fresh and hardened properties of ultra-high performance concrete incorporating coal bottom ash and slag powder.” Constr. Build. Mater. 131: 459–466. https://doi.org/10.1016/j.conbuildmat.2016.10.109.
Rong, Z., W. Sun, H. Xiao, and G. Jiang. 2015. “Effects of nano-SiO2 particles on the mechanical and microstructural properties of ultra-high performance cementitious composites.” Cem. Concr. Compos. 56: 25–31. https://doi.org/10.1016/j.cemconcomp.2014.11.001.
SAC (Standardization Administration of China). 2005. Test method for fluidity of cement mortar. GB/T 2419-2005. Beijing: Standards Press of China.
Sbia, L. A., A. Peyvandi, J. Lu, S. Abideen, R. R. Weerasiri, A. M. Balachandra, and P. Soroushian. 2017. “Production methods for reliable construction of ultra-high-performance concrete (UHPC) structures.” Mater. Struct. 50 (1): 7. https://doi.org/10.1617/s11527-016-0887-4.
Su, Y., J. Li, C. Q. Wu, P. T. Wu, and Z. X. Li. 2016. “Effects of steel fibres on dynamic strength of UHPC.” Constr. Build. Mater. 114: 708–718. https://doi.org/10.1016/j.conbuildmat.2016.04.007.
Tai, Y.-S., S. El-Tawil, and T.-H. Chung. 2016. “Performance of deformed steel fibers embedded in ultra-high performance concrete subjected to various pullout rates.” Cem. Concr. Res. 89: 1–13. https://doi.org/10.1016/j.cemconres.2016.07.013.
Wang, D. H., C. J. Shi, Z. M. Wu, J. F. Xiao, Z. Y. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete. Part II: Hydration, microstructure and properties.” Constr. Build. Mater. 96: 368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095.
Wille, K., S. El-Tawil, and A. E. Naaman. 2014. “Properties of strain hardening ultra high performance fiber reinforced concrete (UHP-FRC) under direct tensile loading.” Cem. Concr. Compos. 48: 53–66. https://doi.org/10.1016/j.cemconcomp.2013.12.015.
Wille, K., D. J. Kim, and A. E. Naaman. 2011. “Strain-hardening UHP-FRC with low fiber contents.” Mater. Struct. 44 (3): 583–598. https://doi.org/10.1617/s11527-010-9650-4.
Wille, K., A. E. Naaman, S. El-Tawil, and G. J. Parra-Montesinos. 2012. “Ultra-high performance concrete and fiber reinforced concrete: Achieving strength and ductility without heat curing.” Mater. Struct. 45 (3): 309–324. https://doi.org/10.1617/s11527-011-9767-0.
Wu, Z., C. Shi, W. He, and L. Wu. 2016. “Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete.” Constr. Build. Mater. 103: 8–14. https://doi.org/10.1016/j.conbuildmat.2015.11.028.
Xu, M., B. Hallinan, and K. Wille. 2016. “Effect of loading rates on pullout behavior of high strength steel fibers embedded in ultra-high performance concrete.” Cem. Concr. Compos. 70: 98–109. https://doi.org/10.1016/j.cemconcomp.2016.03.014.
Yalçınkaya, Ç., and H. Yazıcı. 2017. “Effects of ambient temperature and relative humidity on early-age shrinkage of UHPC with high-volume mineral admixtures.” Constr. Build. Mater. 144: 252–259. https://doi.org/10.1016/j.conbuildmat.2017.03.198.
Yan, L., N. Chouw, and K. Jayaraman. 2014. “Flax fibre and its composites—A review.” Compos. Part B-Eng. 56: 296–317. https://doi.org/10.1016/j.compositesb.2013.08.014.
Yan, L. B., B. Kasal, and L. Huang. 2016. “A review of recent research on the use of cellulosic fibres, their fibre fabric reinforced cementitious, geo-polymer and polymer composites in civil engineering.” Compos. Part B-Eng. 92: 94–132. https://doi.org/10.1016/j.compositesb.2016.02.002.
Yoo, D.-Y., S.-T. Kang, and Y.-S. Yoon. 2016. “Enhancing the flexural performance of ultra-high-performance concrete using long steel fibers.” Compos. Struct. 147: 220–230. https://doi.org/10.1016/j.compstruct.2016.03.032.
Yoo, D.-Y., H.-O. Shin, J.-Y. Lee, and Y.-S. Yoon. 2015. “Enhancing cracking resistance of ultra-high-performance concrete slabs using steel fibres.” Mag. Concr. Res. 67 (10): 487–495. https://doi.org/10.1680/macr.14.00116.
Yoo, D.-Y., and Y.-S. Yoon. 2015. “Structural performance of ultra-high-performance concrete beams with different steel fibers.” Eng. Struct. 102: 409–423. https://doi.org/10.1016/j.engstruct.2015.08.029.
Yu, R., P. Spiesz, and H. J. H. Brouwers. 2015. “Development of an eco-friendly Ultra-High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses.” Cem. Concr. Compos. 55: 383–394. https://doi.org/10.1016/j.cemconcomp.2014.09.024.
Zhao, S. J., and W. Sun. 2014. “Nano-mechanical behavior of a green ultra-high performance concrete.” Constr. Build. Mater. 63: 150–160. https://doi.org/10.1016/j.conbuildmat.2014.04.029.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 5May 2019

History

Received: Apr 16, 2018
Accepted: Sep 18, 2018
Published online: Feb 20, 2019
Published in print: May 1, 2019
Discussion open until: Jul 20, 2019

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Ph.D. Candidate, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Associate Professor, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China; Associate Professor, Jiangsu Key Laboratory of Construction Materials, Advanced Civil Engineering Materials Collaborative Innovation Center, Nanjing 211189, China (corresponding author). Email: [email protected]
Shaoxiong Ye [email protected]
Ph.D. Candidate, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Professor, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China; Professor, Jiangsu Key Laboratory of Construction Materials, Advanced Civil Engineering Materials Collaborative Innovation Center, Nanjing 211189, China. Email: [email protected]
Jiaping Liu [email protected]
Professor, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China; Professor, Jiangsu Sobute New Materials Co., Ltd., Liquan Rd. 118, Nanjing 211100, China. Email: [email protected]

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