Enhancing the Properties of Self-Compacting Concrete by Using Steel and Polypropylene Fibers
Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 3
Abstract
Ductility and strength characteristics of hardened concrete can be enhanced by using optimum percentages of steel (ST) fibers and polypropylene (PP) fibers. It moreover helps to control multi-level cracking in reinforced concrete (RC) structures. However, such addition gradually diminishes the workability. Self-compacting concrete (SCC) is capable of flowing freely due to its own weight; it fills the form completely and consolidates without any vibrational device. Hence studies have been done to modify the properties of SCC with optimal content of such fibers to achieve greater workability. European federation of national associations representing for concrete (EFNARC) and ASTM standard guidelines have been utilized to conduct all the tests on the fiber-reinforced fresh and hardened SCC concrete. These steel and polypropylene fibers were varied in SCC from 0% to 1.5% by weight of concrete under varying mix proportions. Different tests including slump flow, V-funnel, L-box, and the U-box test were performed to achieve the fluidity and filling ability for fresh SCC. Furthermore, unit weight, spilt tensile strength, compressive stress, and flexural strength of the SCC were also evaluated. The 28-day compressive strength of the SCC-I and SCC-II mixes having a fiber content of 1.5% was found to be increased by 10% and 32% than those of controlled concrete mix. The 28-day flexural strength of the SCC-I and SCC-II mixes having a fiber content of 1.5% was found to be enhanced by 16.82% and 23.9%. Hence, all the fluidity, filling ability, and strength properties of SCC with steel and polypropylene fiber mixes are discussed in detail.
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Data Availability Statement
Some data of experimental program including results, graphs, analysis models and photographs of the study are available from the corresponding author by request.
References
ACI. 2007. Self-consolidating concrete. ACI committee 237 R-04. Farmington Hills, MI: ACI.
ACI Committee 544. 1993. “Guide for specifying, proportioning, mixing, placing, and finishing steel fiber reinforced concrete.” ACI Mater. J. 90 (1): 94–101. https://doi.org/10.14359/4046.
Afroughsabet, V., and T. Ozbakkaloglu. 2015. “Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers.” Constr. Build. Mater. 94 (Sep): 73–82. https://doi.org/10.1016/j.conbuildmat.2015.06.051.
Akcay, B., and M. A. Tasdemir. 2012. “Mechanical behaviour and fibre dispersion of hybrid steel fibre reinforced self-compacting concrete.” Constr. Build. Mater. 28 (1): 287–293. https://doi.org/10.1016/j.conbuildmat.2011.08.044.
ASTM. 2001. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469. West Conshohocken, PA: ASTM.
ASTM. 2003. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M A. West Conshohocken, PA: ASTM.
ASTM. 2010. Standard test method for flexural strength of concrete (using simple beam with third-point loading). ASTM C78-10. West Conshohocken, PA: ASTM.
ASTM. 2011. Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM C496/C496M-11. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M-12. West Conshohocken, PA: ASTM.
Balaguru, P., and V. Ramakrishnan. 1987. “Comparison of slump cone and VB tests as measures of workability for fiber-reinforced and plain concrete.” Cem. Concr. Aggregates 9 (1): 3–11. https://doi.org/10.1520/CCA10400J.
Chen, F. X., R. H. Yang, Z. Y. Wang, G. Z. Zhang, and R. Yu. 2023. “Rheological analysis and molecular dynamics modeling of ultra-high performance concrete for wet-mix spraying.” J. Build. Eng. 68 (Jun): 106167. https://doi.org/10.1016/j.jobe.2023.106167.
Chen, J. K., and D. M. Wang. 2000. “New mix design method for HPC-overall calculation method.” [In Chinese.] J. Chin. Ceram. Soc. 28 (2): 194–198.
Chinese Standard. 2002. Standard for test method of mechanical properties on ordinary concrete. [In Chinese.] GB/T 50081-2002. Beijing: Ministry of Construction of the People’s Republic of China and Quality Supervision Inspection and Quarantine of the People’s Republic of China.
Chinese Standard. 2007. Common portland cement. [In Chinese.] GB175-2007. Beijing: Ministry of Construction of the People’s Republic of China and Quality Supervision Inspection and Quarantine of the People’s Republic of China.
Chinese Standard. 2010. Lightweight aggregates and its test methods——Part 2: Test methods for lightweight aggregates. [In Chinese.] GB/T 17431.2-2010. Beijing: Ministry of Construction of the People’s Republic of China and Quality Supervision Inspection and Quarantine of the People’s Republic of China.
de Alencar Monteiro, V. M., D. C. T. Cardoso, and F. de Andrade Silva. 2023. “Mechanisms of fiber-matrix interface degradation under fatigue loading in steel FR.” J. Build. Eng. 68 (Jun): 106168. https://doi.org/10.1016/j.jobe.2023.106168.
de Souza, L. O., M. Cordazzo, L. M. S. de Souza, G. Tonoli, F. de Andrade Silva, and V. Mechtcherine. 2022. “Investigation of dispersion methodologies of microcrystalline and nano-fibrillated cellulose on cement pastes.” Cem. Concr. Compos. 126 (Feb): 104351. https://doi.org/10.1016/j.cemconcomp.2021.104351.
Donmez, I., M. Katlav, and K. Turk. 2023. “Improvement of fresh and hardened properties of a sustainable HFRSCC using various powders as multi-blended binders.” Constr. Build. Mater. 371 (Mar): 130773. https://doi.org/10.1016/j.conbuildmat.2023.130773.
EFNARC (European Federation of National Associations Representing for Concrete). 2002. Specification and guidelines for self-compacting concrete. Surrey, UK: EFNARC.
EFNARC (European Federation of National Associations Representing for Concrete). 2005. The European guidelines for self compacting concrete (EFNARC)—Specifications, production & use. Surrey, UK: EFNARC.
Ferrara, L., Y.-D. Park, and S. P. Shah. 2007. “A method for mix-design of fiber-reinforced self compacting concrete.” Cem. Concr. Res. 37 (6): 957–971. https://doi.org/10.1016/j.cemconres.2007.03.014.
Gencel, O., C. Ozel, W. Brostow, and G. Martínez-Barrera. 2011. “Mechanical properties of self-compacting concrete reinforced with polypropylene fibres.” Mater. Res. Innov. 15 (3): 216–225. https://doi.org/10.1179/143307511X13018917925900.
Han, C. G., S. H. Yang, B. Y. Lee, and Y. S. Hwang. 1999. “A study on the spalling properties of high performance concrete with the aggregate and polypropylene fiber contents.” Mag. Korea Concr. Inst. 11 (5): 69–77.
Han, C. G., S. H. Yang, B. Y. Lee, and Y. S. Hwang. 2002. “Properties of resistance of high performance concrete with varying contents of polypropylene fiber and specimen size.” Mag. Korea Concr. Inst. 14 (4): 449–456. https://doi.org/10.4334/JKCI.2002.14.4.449.
IS (Indian Standard). 1970. Coarse and fine aggregate for concrete—specification (second revision). IS:383-1970. New Delhi, India: IS.
IS (Indian Standard). 2009. Methods of physical tests for hydraulic cement—Part 6. IS: 4031-2009. New Delhi, India: IS.
IS (Indian Standard). 2016. Coarse and fine aggregate for concrete—specification (third revision). IS: 383-2016. New Delhi, India: IS.
Jenq, Y. S., and S. P. Shah. 1986. “Crack propagation in fiber-reinforced concrete.” J. Struct. Eng. 112 (1): 19–34. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:1(19).
Johnston, C. D. 1984. “Measures of the workability of steel fiber reinforced concrete and their precision.” Cem. Concr. Aggregates 6 (2): 74–83. https://doi.org/10.1520/CCA10359J.
Khan, M., M. Cao, and M. Ali. 2020. “Cracking behaviour and constitutive modelling of hybrid fibre reinforced concrete.” J. Build. Eng. 30 (Jul): 101272. https://doi.org/10.1016/j.jobe.2020.101272.
Khayat, K. H. 1999. “Workability, testing and performance of self-consolidating concrete.” ACI Mater. J. 96 (3): 346. https://doi.org/10.14359/632.
Kikuchi, T., Y. Shintani, T. Hirashima, and M. Kohno. 2020. “Mechanical properties of steel fiber reinforced concrete at high temperature.” J. Struct. Constr. Eng. 85 (767): 169–176. https://doi.org/10.3130/aijs.85.169.
Konsta-Gdoutos, M. S., Z. S. Metaxa, and S. P. Shah. 2010. “Multi-scale mechanical and fracture characteristics and early-age strain capacity of high performance carbon nanotube/cement nanocomposites.” Cem. Concr. Compos. 32 (2): 110–115. https://doi.org/10.1016/j.cemconcomp.2009.10.007.
Lerch, J. O., H. L. Bester, A. S. V. Rooyen, R. Combrinck, W. I. D. Villiers, and W. P. Boshoff. 2018. “The effect of mixing on the performance of macro synthetic fibre reinforced concrete.” Cem. Concr. Res. 103 (Jan): 130–139. https://doi.org/10.1016/j.cemconres.2017.10.010.
Nehdi, M., and J. D. Ladanchuk. 2004. “Fiber synergy in fiber-reinforced self-consolidating concrete.” ACI Mater. J. 101 (6): 508–517. https://doi.org/10.14359/13490.
Nili, M., and A. Ehsani. 2015. “Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume.” Mater. Des. 75 (Jun): 174–183. https://doi.org/10.1016/j.matdes.2015.03.024.
Pająk, M., and T. Ponikiewski. 2013. “Flexural behavior of self-compacting concrete reinforced with different types of steel fibers.” Constr. Build. Mater. 47 (Oct): 397–408. https://doi.org/10.1016/j.conbuildmat.2013.05.072.
Pathan, M. G., R. L. Wankhade, A. M. Shende, A. Swaroop, and N. Mashaan. 2022. “Experimental analysis for performance of concrete with addition of steel fibres, SBR and polypropylene fibres.” Jurnal Kejuruteraan 34 (3): 429–445. https://doi.org/10.17576/jkukm-2022-34(3)-10.
Qian, C., and P. Stroeven. 2000. “Development of hybrid polypropylene-steel fibre-reinforced concrete.” Cem. Concr. Res. 30 (1): 63–69. https://doi.org/10.1016/S0008-8846(99)00202-1.
Sahmaran, M., and I. O. Yaman. 2007. “Hybrid fiber reinforced self-compacting concrete with a high-volume coarse fly ash.” Constr. Build. Mater. 21 (1): 150–156. https://doi.org/10.1016/j.conbuildmat.2005.06.032.
Sahmaran, M., A. Yurtseven, and I. O. Yaman. 2005. “Workability of hybrid fiber reinforced self-compacting concrete.” Build. Environ. 40 (12): 1672–1677. https://doi.org/10.1016/j.buildenv.2004.12.014.
Sharma, S. K., K. Kapoor, M. Kumar, and D. Rambabu. 2022. “Evaluating the effect of different mix compositions and site curing methods on the drying shrinkage and early strength of pavement quality self-compacting concrete.” Int. J. Pavement Res. Technol. 15 (1): 10–28. https://doi.org/10.1007/s42947-021-00004-6.
Shi, F., T. M. Pham, H. Hao, and Y. Hao. 2020. “Post-cracking behaviour of basalt and macro polypropylene hybrid fibre reinforced concrete with different compressive strengths.” Constr. Build. Mater. 262 (Nov): 120108. https://doi.org/10.1016/j.conbuildmat.2020.120108.
Sivakumar, A., and M. Santhanam. 2007. “Mechanical properties of high strength concrete reinforced with metallic and non-metallic fibres.” Cem. Concr. Compos. 29 (8): 603–608. https://doi.org/10.1016/j.cemconcomp.2007.03.006.
Son, D.-H., B.-I. Bae, M.-S. Lee, M.-S. Lee, and C.-S. Choi. 2021. “Flexural strength of composite deck slab with macro synthetic fiber reinforced concrete.” Appl. Sci. 11 (4): 1662. https://doi.org/10.3390/app11041662.
Son, D.-H., D. Hwangbo, H. Suh, B. Bae, S. Bae, and C. S. Choi. 2023. “Mechanical properties of mortar and concrete incorporated with concentrated graphene oxide, functionalized carbon nanotube, nano silica hybrid aqueous solution.” Case Stud. Constr. Mater. 18 (Jul): e01603. https://doi.org/10.1016/j.cscm.2022.e01603.
Song, P., J. Wu, S. Hwang, and B. Sheu. 2005. “Statistical analysis of impact strength and strength reliability of steel-polypropylene hybrid fiber-reinforced concrete.” Constr. Build. Mater. 19 (1): 1–9. https://doi.org/10.1016/j.conbuildmat.2004.05.002.
Tadepalli, P. R., Y. L. Mo, and T. T. C. Hsu. 2013. “Mechanical properties of steel fibre concrete.” Mag. Concr. Res. 65 (8): 462–474. https://doi.org/10.1680/macr.12.00077.
Tian, H., Y. Zhang, L. Ye, and C. Yang. 2015. “Mechanical behaviours of green hybrid fibre-reinforced cementitious composites.” Constr. Build. Mater. 95 (Oct): 152–163. https://doi.org/10.1016/j.conbuildmat.2015.07.143.
Usman, M., S. H. Farooq, M. Umair, and A. Hanif. 2020. “Axial compressive behavior of confined steel fiber reinforced high strength concrete.” Constr. Build. Mater. 230 (Jan): 117043. https://doi.org/10.1016/j.conbuildmat.2019.117043.
Wang, Y., H. C. Wu, and V. C. Li. 2000. “Concrete reinforcement with recycled fibers.” J. Mater. Civ. Eng. 12 (4): 314–319. https://doi.org/10.1061/(ASCE)0899-1561(2000)12:4(314).
Zeyad, A. M., A. H. Khan, and B. A. Tayeh. 2020. “Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers.” J. Mater. Res. Technol. 9 (1): 806–818. https://doi.org/10.1016/j.jmrt.2019.11.021.
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Published In
Practice Periodical on Structural Design and Construction
Volume 29 • Issue 3 • August 2024
Copyright
© 2024 American Society of Civil Engineers.
History
Received: Sep 8, 2023
Accepted: Feb 12, 2024
Published online: May 14, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 14, 2024
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