Investigation of the Post-Fire Performance and Flexural Behaviour Modeling of FRC Exposed to a Standard Fire

References

• ACI 216.1 M-07:2007. Standard method for determining fire resistance of concrete and masonry construction assemblies.
   Google Scholar
• ACI 318-08:2008. Building code requirements for structural concrete and commentary.
   Google Scholar
• EN 1991-1-2:2002. Actions on structures. Part 1–2: general actions— actions on structures exposed to fire.
   Google Scholar
• EN 1992-1-2:2004. Design of concrete structures. Part 1–2: general rules—structural fire design.
   Google Scholar
• Mehta PK, Monteiro PJM. Concrete: Structures, Properties and Materials. Sao Paulo, CA: IBRACON, 2008.
   Google Scholar
• Cülfik MS, Özturan T. Mechanical properties of normal and high strength concretes subjected to high temperatures and using image analysis to detect bond deteriorations. Constr Build Mater. 2010;24(8):1486–1493.
   Web of Science ®Google Scholar
• Wróblewska J, Robert K. Assessing concrete strength in fire-damaged structures. Constr Build Mater. 2020;254:119–122.
   Web of Science ®Google Scholar
• Xu Y, Wong YL, Poon CS, et al. Influence of PFA on cracking of concrete and cement paste after exposure to high temperatures. Cem Concr Res. 2003;33(12):2009–2016.
   Web of Science ®Google Scholar
• Phan LT. Fire performance of high-strength concrete. In: International Workshop on NIST, Gaithersburg, February 13–14 1997, pp. NIST SP-919.
   Google Scholar
• Harmathy T. Effect of moisture on the fire endurance of building elements. ASTM STP. 1965;385:74–95.
   Google Scholar
• Grzybowski M, Shah SP. Shrinkage cracking of fiber reinforced concrete. Mat J. 1990;87(2):138–148.
   Web of Science ®Google Scholar
• Shah SP, Rangan BV. Fiber reinforced concrete properties. J Proce. 1971;68(2):126–137.
   Google Scholar
• Yao W, Li J, Wu K. Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction. Cem Concr Res. 2003;33(1):27–30.
   Web of Science ®Google Scholar
• Li W, Guo ZH. Experimental research on the strength and deformation properties of concrete exposed to high temperature. J Build Struct (China). 1993;14:8–16.
   Google Scholar
• Chan YN, Peng GF, Anson M. Residual strength and pore structure of high-strength concrete and normal strength concrete after exposure to high temperatures. Cem Concr Compos. 1999;21(1):23–27.
   Web of Science ®Google Scholar
• Fares H, Noumowe A, Remond S. Self-consolidating concrete subjected to high temperature: mechanical and physicochemical properties. Cem Concr Res. 2009;39(12):1230–1238.
   Web of Science ®Google Scholar
• Xiao J, Falkner H. On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures. Fire Saf J. 2006;41(2):115–121.
   Web of Science ®Google Scholar
• Song PS, Wu JC, Hwang S, et al. Statistical analysis of impact strength and strength reliability of steel–polypropylene hybrid fiber-reinforced concrete. Constr Build Mater. 2005;19(1):1–9.
   Web of Science ®Google Scholar
• Chan YN, Luo X, Sun W. Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800°C. Cem Concr Res. 2000;30(2):247–251.
   Web of Science ®Google Scholar
• Han CG, Hwang YS, Yang SH, et al. Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement. Cem Concr Res. 2005;35(9):1747–1753.
   Web of Science ®Google Scholar
• Noumowe A. Mechanical properties and microstructure of high strength concrete containing polypropylene fibres exposed to temperatures up to 200°C. Cem Concr Res. 2005;35(11):2192–2198.
   Web of Science ®Google Scholar
• Singh S, Shukla A, Brown R. Pullout behavior of polypropylene fibers from cementitious matrix. Cem Concr Res. 2004;34(10):1919–1925.
   Web of Science ®Google Scholar
• Uysal M, Tanyildizi H. Estimation of compressive strength of self compacting concrete containing polypropylene fiber and mineral additives exposed to high temperature using artificial neural network. Constr Build Mater. 2012;27(1):404–414.
   Web of Science ®Google Scholar
• Behnood A, Ghandehari M. Comparison of compressive and splitting tensile strength of high-strength concrete with and without polypropylene fibers heated to high temperatures. Fire Saf J. 2009;44(8):1015–1022.
   Web of Science ®Google Scholar
• Kalifa P, Chene G, Galle C. High-temperature behaviour of HPC with polypropylene fibres: from spalling to microstructure. Cem Concr Res. 2001;31(10):1487–1499.
   Web of Science ®Google Scholar
• Ding Y, Azevedo C, Aguiar JB, et al. Study on residual behaviour and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete after exposure to high temperature. Constr Build Mater. 2012;26(1):21–31.
   Web of Science ®Google Scholar
• Ding Y, Zhang Y, Thomas A. The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete. Constr Build Mater. 2009;23(1):448–452.
   Web of Science ®Google Scholar
• Suhaendi SL, Horiguchi
   Google Scholar
• T. Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition. Cem Concr Res. 2006;36(9):1672–1678.
   Web of Science ®Google Scholar
• Chen B, Liu J. Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem Concr Res. 2004;34(6):1065–1069.
   Web of Science ®Google Scholar
• Tasdemir C, Tasdemir MA, Lydon FD, et al. Effects of silica fume and aggregate size on the brittleness of concrete. Cem Concr Res. 1996;26(1):63–68.
   Web of Science ®Google Scholar
• Sinica M, Dudik A, Laukaitis A, et al. Reinforcement influence on non-autoclave foam cement concrete strength characteristics. Statyba. 2000;6(3):169–174.
   Google Scholar
• Mňahončáková E, Toman J, Tesárek P, et al. Hygric and thermal properties of a glass fiber reinforced cement composite material after thermal load. In: Proceedings of the Meeting of the Thermophysical Society;2005;30–37.
   Google Scholar
• Pavlík J, Podebradská J, Toman J, et al. Thermal properties of carbon- and glass fiber reinforced cement composites in high temperature range in a comparison with mortar and concrete. Thermophysics 2002-Working Group of the Slovak Physical Society, Bratislava, 2002.
   Google Scholar
• Toman J, Cerny R. Properties of glass and carbon fibre reinforced cement composites for their technical application. Grant agency of the Czech Republic, under grant number 103/00/0021, 2002;53–58.
   Google Scholar
• Gore Ketan R, Kulkarni SM. The performance of basalt fibre in high strength concrete. J Informat Know Res Civil Eng. 2013:0975–6744.
   Google Scholar
• Kirthika SK, Singh SK. Experimental investigations on basalt fibre-reinforced concrete. J Inst Eng (India) Ser A. 2018;99(4):661–670.
   Google Scholar
• Manu PP, Cheriyan E. Flexural behaviour of hybrid steel basalt fibre reinforced concrete. Int Res J Eng Technol. 2019;5(06):760–764.
   Google Scholar
• Tanyildizi H. Effect of temperature, carbon fibers, and silica fume on the mechanical properties of lightweight concretes. New Carbon Mater. 2008;23(4):339–344.
   Web of Science ®Google Scholar
• Rafi MM, Nadjai A. Experimental behaviour of carbon FRP reinforced concrete beams at ambient and elevated temperatures. J Adv Concr Technol. 2008;6(3):431–441.
   Web of Science ®Google Scholar
• Şahmaran M, Özbay E, Yücel HE, et al. Effect of fly ash and PVA fiber on microstructural damage and residual properties of engineered cementitious composites exposed to high temperatures. J Mater Civ Eng. 2011;23(12):1735–1745.
   Web of Science ®Google Scholar
• IS 12269:1987. Indian standard for specification for 53 grade OPC.
   Google Scholar
• IS 516:1959. Code of practice for methods of tests for strength of concrete.
   Google Scholar
• Varghese A, Percentage AG, Johnson AU. Influence of fibers on bond strength of concrete exposed to elevated temperature. J Adhes Sci Technol. 2019;33(14):1521–1543.
   Web of Science ®Google Scholar
• Nagy B, Nehme SG, Szagri D. Thermal properties and modeling of fiber reinforced concretes. Energy Procedia. 2015;78:2742–2747.
   Google Scholar
• Varghese A, Anand N, Arulraj GP. Investigation on impact strength of fiber reinforced concrete subjected to elevated temperature. Int J Innovat Technol Exp Eng. 2019;8(4):397–402.
   Google Scholar
• IS456:2000. Plain and reinforced concrete – code of practice.
   Google Scholar
• Yang Journal, Peng GF. The mechanism of explosive spalling and measures to resistant spalling of concrete exposed to high temperature by incorporating fibers: A review. Adv Mat Res. 2011;168:773–777.
   Google Scholar
• Pakravan HR, Jamshidi M, Latifi M. The effect of hydrophilic (polyvinyl alcohol) fiber content on the flexural behavior of engineered cementitious composites (ECC). J Tex Inst. 2018;109(1):79–84.
   Web of Science ®Google Scholar
• Özbay E, Türker HT, Balçıkanlı M, et al. Effect of fiber types and elevated temperatures on the bond characteristic of fiber reinforced concretes. WorAcad Sci Eng Technol Int J Civ Environ Struct Construction Archit Eng. 2015;9:549–553.
   Google Scholar
• Kim S, Topendra O, Cheolwoo P. Effect of exposure to high temperature on the mechanical properties of SIFRCCs. Appl Sci. 2020;10(6):2142.
   Google Scholar
• Sukontasukkul P, Pomchiengpin W, Songpiriyakij S. Post-crack (or post-peak) flexural response and toughness of fiber reinforced concrete after exposure to high temperature. Constr Build Mater. 2010;24(10):1967–1974.
   Web of Science ®Google Scholar
• Çavdar A. A study on the effects of high temperature on mechanical properties of fiber reinforced cementitious composites. Comp Part B Eng. 2012;43(5):2452–2463.
   Web of Science ®Google Scholar
• Thanaraj DP, Anand N, Zalok E. Post-fire damage assessment and capacity based modeling of concrete exposed to elevated temperature. Int J Damage Mech. 2019;0(0):1–32.
   Google Scholar
• Varghese A, Samuel JS, Anand N, et al. Studies on behavior of fire affected fiber reinforced concrete. Int J Civil Eng Technol. 2018;9(10):1668–1675.
   Google Scholar
• Rao KS, Kumar SR, Narayana AL. Comparison of performance of standard concrete and fibre reinforced standard concrete exposed to elevated temperatures. Am J Eng Res. 2013;2(3):20–26.
   Google Scholar
• Biolzi L, Guerrini GL, Bertolini L. 54. Cementitious materials with hybrid fibers exposed to high temperatures. In: 6th International RILEM Symposium on Fibre Reinforced Concretes. RILEM Publications SARL;2004. p. 635–646.
   Google Scholar
• Çelik Z, Bingöl AF. Mechanical properties and post cracking behavior of self-compacting fiber reinforced concrete. Struct Concr. 2019;21(5):2124–2133.
   Web of Science ®Google Scholar
• Tanyildizi H. Prediction of the strength properties of carbon fiber-reinforced lightweight concrete exposed to the high temperature using artificial neural network and support vector machine. Adv Civil Eng. 2018.
   Web of Science ®Google Scholar
• Czoboly O, Lublóy É, Hlavička V, Balázs GL, Kéri O, Szilágyi IM. Fibers and fiber cocktails to improve fire resistance of concrete. J Therm Anal Calorim. 2017;128(3):1453–1461.
   Web of Science ®Google Scholar
• Keykha AH. Experimental investigation of the strength of glass fiber-reinforced concrete exposed to high temperature. Mech Adv Compo Struct. 2018;5(2):103–113.
   Google Scholar