Impact Resistance and Mechanical Properties of Self-Consolidating Rubberized Concrete Reinforced with Steel Fibers
Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 1
Abstract
This study evaluates the impact resistance and mechanical properties of a number of developed self-consolidating rubberized concrete (SCRC) mixtures reinforced with steel fibers (SFs). In this research, SFs were used to compensate for the reduction in tensile and flexural strength that resulted from adding high volumes of crumb rubber (CR). SFs were also used to exploit the beneficial interaction between SFs and CR to develop low-density concrete with higher impact resistance. The experimental variables were different replacement levels of fine aggregate volume by CR (0–40%), binder content (), SF volume fractions (0, 0.35, 0.5, 0.75, and 1%), and size of SFs. Tests included fresh properties, compressive strength, splitting tensile strength (STS), flexural strength (FS), and impact loading (drop-weight on cylindrical specimens and flexural impact loading on small-scale beams). The results indicated that adding CR to concrete improved the impact energy absorption and ductility, whereas the mechanical properties decreased as the percentage of CR increased. Using SFs can greatly increase the impact resistance of SCRC and compensate for the reduction in STS and FS that resulted from the addition of CR. However, the high blockage in the L-box test limited the possible combination of SFs and CR in SCRC mixtures. Since passing ability was not a factor in the development of vibrated rubberized concrete (VRC), it was possible to combine higher volumes of CR and SFs safely in VRC, achieving more reductions in self-weight and improvements in the STS, FS, ductility, and impact resistance.
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Acknowledgments
The authors would like to acknowledge the Research & Development Corporation of Newfoundland and Labrador (RDC) for sponsoring this work as part of a larger research project.
References
ACI. (1999). “Measurement of properties of fiber reinforced concrete.” ACI 544.2 R-89, West Conshohocken, PA.
Al-Tayeb, M. M., Abu Bakar, B. H., Ismail, H., and Akil, H. M. (2012). “Impact resistance of concrete with partial replacements of sand and cement by waste rubber.” Polym. Plast. Technol. Eng., 51(12), 1230–1236.
Altun, F., and Aktas, B. (2013). “Investigation of reinforced concrete beams behavior of steel fiber added lightweight concrete.” Constr. Build. Mater., 38, 575–581.
ASTM. (2010). “Standard test method for flexural strength of concrete (using simple beam with third-point loading).” ASTM C78, West Conshohocken, PA.
ASTM. (2011a). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M, West Conshohocken, PA.
ASTM. (2011b). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496, West Conshohocken, PA.
ASTM. (2012a). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618, West Conshohocken, PA.
ASTM. (2012b). “Standard specification for portland cement.” ASTM C150/C150M, West Conshohocken, PA.
ASTM. (2013). “Standard specification for chemical admixtures for concrete.” ASTM C494/C494M, West Conshohocken, PA.
ASTM. (2014). “Standard test method for air content of freshly mixed concrete by the pressure method.” ASTM C231/C231M-14, West Conshohocken, PA.
ASTM. (2015). “Standard test method for slump of hydraulic-cement concrete.” ASTM C143/C143M, West Conshohocken, PA.
Atis, C. D., and Karahan, O. (2009). “Properties of steel fiber reinforced fly ash concrete.” Constr. Build. Mater., 23(1), 392–399.
Canadian Standards Association. (2004). “Design of concrete structures.” CSA A23.3-04, Rexdale, ON, Canada.
Chen, Y., and May, I. M. (2009). “Reinforced concrete members under drop-weight impacts.” Struct. Build., 162(1), 45–56.
Ding, Y., Liu, S., Zhang, Y., and Thomas, A. (2008). “The investigation of workability of fiber cocktail reinforced self-compacting high performance concrete.” Constr. Build. Mater., 22(7), 1462–1470.
EFNARC (European Federation for Specialist Construction Chemicals and Concrete Systems). (2005). “The European guidelines for self-compacting concrete specification, production and use.” Norfolk, U.K.
Emiroglu, M., Kelestemur, M. H., and Yildiz, S. (2007). “An investigation on ITZ microstructure of the concrete containing waste vehicle tire.” Proc., 8th Int. Fracture Conf., Istanbul, Turkey.
Erdem, S., Dawson, A. R., and Thom, N. H. (2011). “Microstructure-linked strength properties and impact response of conventional and recycled concrete reinforced with steel and synthetic macro fibres.” Constr. Build. Mater., 25(10), 4025–4036.
Evangelista, L., and de Brito, J. (2007). “Mechanical behaviour of concrete made with fine recycled concrete aggregates.” Cem. Concr. Res., 29(5), 397–401.
Ganesan, N., Bharati Raj, J., Shashikala, A. P. (2013). “Flexural fatigue behavior of self compacting rubberized concrete.” Constr. Build. Mater., 44, 7–14.
Gencel, O., Ozel, C., Brostow, W., and Martinez-Barrera, G. (2013). “Mechanical properties of self-compacting concrete reinforced with polypropylene fibres materials.” Res. Innov., 15(3), 216–225.
Ghernouti, Y., Rabehi, B., Bouziani, T., Ghezraoui, H., and Makhloufi, A. (2015). “Fresh and hardened properties of self-compacting concrete containing plastic bag waste fibers (WFSCC).” Constr. Build. Mater., 82, 89–100.
Güneyisi, E. (2010). “Fresh properties of self-compacting rubberized concrete incorporated with fly ash.” Mater. Struct., 43(8), 1037–1048.
Guo, Y. C., Zhang, J. H., Chen, G., Chen, G. M., and Xie, Z. H. (2014). “Fracture behaviors of a new steel fiber reinforced recycled aggregate concrete with crumb rubber.” Constr. Build. Mater., 53, 32–39.
Gupta, T., Sharma, R. K., and Chaudhary, S. (2015). “Impact resistance of concrete containing waste rubber fiber and silica fume.” Int. J. Impact Eng., 83, 76–87.
Hassan, A. A. A., Ismail, M. K., and Mayo, J. (2015). “Mechanical properties of self-consolidating concrete containing lightweight recycled aggregate in different mixture compositions.” J. Build. Eng., 4, 113–126.
Hassan, A. A. A., and Mayo, J. R. (2014). “Influence of mixture composition on the properties of SCC incorporating metakaolin.” Mag. Concr. Res., 66(20), 1036–1050.
Iqbal, S., Ali, A., Holschemacher, K., and Thomas, A. B. (2015). “Mechanical properties of steel fiber reinforced high strength lightweight self-compacting concrete (SHLSCC).” Constr. Build. Mater., 98, 325–333.
Ismail, M. K., and Hassan, A. A. A. (2015). “Influence of mixture composition and type of cementitious materials on enhancing the fresh properties and stability of self-consolidating rubberized concrete.” J. Mater. Civ. Eng., 04015075.
Khaloo, A., Raisi, E. M., Hosseini, P., and Tahsiri, H. (2014). “Mechanical performance of self-compacting concrete reinforced with steel fibers.” Constr. Build. Mater., 51, 179–186.
Lok, T. S., and Pei, J. S. (2013). “Impact resistance and ductility of steel fibre reinforced concrete panels.” HKIE Trans., 3(3), 7–16.
Mohammadi, Y., Carkon-Azad, R., Singh, S. P., and Kaushik, S. K. (2009). “Impact resistance of steel fibrous concrete containing fibres of mixed aspect ratio.” Constr. Build. Mater., 23(1), 183–189.
Naito, C., States, J., Jackson, C., and Bewick, B. (2014). “Assessment of crumb rubber concrete for flexural structural members.” J. Mater. Civ. Eng., 04014075.
Najim, K. B., and Hall, M. (2012). “Mechanical and dynamic properties of self-compacting crumb rubber modified concrete.” Constr. Build. Mater., 27(1), 521–530.
Najim, K. B., and Hall, M. R. (2010). “A review of the fresh/hardened properties and applications for plain-(PRC) and self-compacting rubberised concrete (SCRC).” Constr. Build. Mater., 24(11), 2043–2051.
Nataraja, M. C., Nagaraja, T. S., and Basavaraja, S. B. (2005). “Reproportioning of steel fibre reinforced concrete mixes and their impact resistance.” Cem. Concr. Res., 35(12), 2350–2359.
Nia, A., Hedayatian, M., Nili, M., and Sabet, V. F. (2012). “An experimental and numerical study on how steel and polypropylene fibers affect the impact resistance in fiber-reinforced concrete.” Int. J. Impact Eng., 46, 62–73.
Olivito, R. S., and Zuccarello, F. A. (2010). “An experimental study on the tensile strength of steel fiber reinforced concrete.” Compos. Part B, 41(3), 246–255.
Prestressed Concrete Institute. (2003). “The interim guidelines for the use of self-consolidating concrete in precast/prestress concrete institute member plants.” Chicago.
Reda-Taha, M. M., El-Dieb, A. S., Abd. El-Wahab, M. A., and Abdel-Hameed, M. E. (2008). “Mechanical, fracture, and microstructural investigations of rubber concrete.” J. Mater. Civ. Eng., 640–649.
Song, P. S., and Hwang, S. (2004). “Mechanical properties of high strength steel fiber reinforced concrete.” Constr. Build. Mater., 18(9), 669–673.
Topçu, I. B., and Bilir, T. (2009). “Experimental investigation of some fresh and hardened properties of rubberized self-compacting concrete.” Mater. Des., 30(8), 3056–3065.
Turatsinze, A., and Garros, M. (2008). “On the modulus of elasticity and strain capacity of self-compacting concrete incorporating rubber aggregates.” Resour. Conserv. Recycl., 52(10), 1209–1215.
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© 2016 American Society of Civil Engineers.
History
Received: Mar 29, 2016
Accepted: Jun 24, 2016
Published online: Aug 12, 2016
Published in print: Jan 1, 2017
Discussion open until: Jan 12, 2017
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