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{"references": ["Cement & Concrete Association of New Zealand. 2009. Information Bulletin: IB 39, Fibre\tReinforced Concrete", "J. H. Morton. Developing Fiber Application in Structural Concrete. \tBuckeye Technology, 1001 Tillman St., Memphis, TN 38108, USA.", "R. B. Abdul-Ahad and O. Q. Aziz. 1999. Flexural Strength of Reinforced Concrete T-Beans with Steel Fibers. Cement and Concrete Compositions. Volume 21 Issue 4. pp 263-268.", "M. Yakhlaf, M. Safiuddin, and K. A.Soudki. 2013. Properties of Freshly Mixed Carbon Fibre Reinforced Self-Consolidating Concrete. Construction and Building Materials, Vol. 46, pp. 224-231.", "D. D. L. Chung. 2000. Cement Reinforced with Short Carbon Fibers: A Multifunctional Material. Composites: 31 (B) 511-526.", "P. W. Chen and D. D. L. Chung. 1992. Concrete Reinforced with up to 2% of Short Carbon Fibers. State University of New York at Buffalo, USA.", "T. Ochi, S. Okubo, K. Fukui .2007. Developed of Recycle PET Fiber and Its Application as Concrete Reinforcing Fiber. Cement and Concrete Compositions. Cement and Concrete Composites, 29. pp 448-455.", "D.A. Silva, A. M. Betioli, P. J. P. Gleize, H. R. Roman, L. A. Gomez, J. L. D. Ribeiro.2005. Degradation \tof Recycled PET Fibers in Portland Cement-Based Materials. Cement and Concrete Research, Volume 35, Issue 9. pp 1741-1746", "D. Foti. 2011. Preliminary Analyses of Concrete Reinforced with Waste Bottles PET Fibers. Construction and Building Materials, Volume 25, Issue 4. pp 1906-1915.\n[10]\tS. H. Kosmatka, B.Kerkhoff, R. D. Hooton, and R. J. McGrath, Design and Control of Concrete Mixtures, EB101, 8th edition, Cement Association of Canada, Ottawa, Ontario, Canada 2010.\n[11]\tCSA A23.2-5C. 2012. Slump and Slump Flow of Concrete. Canadian Standard Association, Toronto, \tCanada\n[12]\tCSA A23.2-3C. 1990. Making and Curing Concrete Compression and Flexural Test Specimens. Canadian Standard Association, Toronto, Canada\n[13]\tCSA A23.2-9C. 2012. Compressive Strength of Cylindrical Concrete Specimens. Canadian Standard Association, Toronto, Canada\n[14]\tCSA A23.2-13C. 1990. Splitting Tensile Strength of Cylindrical Concrete Specimens. Canadian Standard Association, Toronto, Canada\n[15]\tCSA A23.2-8A. 1990. Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading). Canadian Standard Association, Toronto, Canada\n[16]\tWafa, F. F. Properties and Applications of Fiber Reinforced Concrete. JKAU: Eng. Sci., Vol. 2. pp 49-63."]}
This study investigated the improvement in concrete properties with addition of cellulose, steel, carbon and PET fibers. Each fiber was added at four percentages to the fresh concrete, which was moist-cured for 28-days and then tested for compressive, flexural and tensile strengths. Changes in strength and increases in cost were analyzed. Results showed that addition of cellulose caused a decrease between 9.8% and 16.4% in compressive strength. This range may be acceptable as cellulose fibers can significantly increase the concrete resistance to fire, and freezing and thawing cycles. Addition of steel fibers to concreteincreased the compressive strength by up to 20%. Increases 121.5% and 80.7% were reported in tensile and flexural strengths respectively. Carbon fibers increased flexural and tensile strengths by up to 11% and 45%, respectively. Concrete strength properties decreased after the addition of PET fibers. Results showed that improvement in strength after addition of steel and carbon fibers may justify the extra cost of fibers.
flexural strength, tensile strength., fibers, compressive strength, Concrete
flexural strength, tensile strength., fibers, compressive strength, Concrete
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