This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Habel K, Viviani M, Denarié E, Brühwiler E. Development of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC). Cem Concr Res. 2006;36:1362–70. https://doi.org/10.1016/J.CEMCONRES.2006.03.009HabelKVivianiMDenariéEBrühwilerEDevelopment of the mechanical properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC)Cem Concr Res200636136270https://doi.org/10.1016/J.CEMCONRES.2006.03.00910.1016/j.cemconres.2006.03.009Search in Google Scholar
Ahmad S, Rasul M, Adekunle SK, Al-Dulaijan SU, Maslehuddin M, Ali SI. Mechanical properties of steel fiber-reinforced UHPC mixtures exposed to elevated temperature: Effects of exposure duration and fiber content. Compos Part B. 2019;168:291–301. https://doi.org/10.1016/J.COMPOSITESB.2018.12.083AhmadSRasulMAdekunleSKAl-DulaijanSUMaslehuddinMAliSIMechanical properties of steel fiber-reinforced UHPC mixtures exposed to elevated temperature: Effects of exposure duration and fiber contentCompos Part B2019168291301https://doi.org/10.1016/J.COMPOSITESB.2018.12.08310.1016/j.compositesb.2018.12.083Search in Google Scholar
Guler S, Yavuz D, Korkut F, Ashour A. Strength prediction models for steel, synthetic, and hybrid fiber reinforced concretes. Struct Concr. 2019;20:428–45. https://doi.org/10.1002/SUCO.201800088GulerSYavuzDKorkutFAshourAStrength prediction models for steel, synthetic, and hybrid fiber reinforced concretesStruct Concr20192042845https://doi.org/10.1002/SUCO.20180008810.1002/suco.201800088Search in Google Scholar
Abadel A, Abbas H, Almusallam T, Al-Salloum Y, Siddiqui N. Mechanical properties of hybrid fibre-reinforced concrete – analytical modelling and experimental behaviour. Mag Concr Res. 2016;68:823–43. https://doi.org/10.1680/JMACR.15.00276AbadelAAbbasHAlmusallamTAl-SalloumYSiddiquiNMechanical properties of hybrid fibre-reinforced concrete – analytical modelling and experimental behaviourMag Concr Res20166882343https://doi.org/10.1680/JMACR.15.0027610.1680/jmacr.15.00276Search in Google Scholar
Guler S, Yavuz D, Aydın M. Hybrid fiber reinforced concrete-filled square stub columns under axial compression. Eng Struct. 2019;198:109504. https://doi.org/10.1016/J.ENGSTRUCT.2019.109504GulerSYavuzDAydınMHybrid fiber reinforced concrete-filled square stub columns under axial compressionEng Struct2019198109504. https://doi.org/10.1016/J.ENGSTRUCT.2019.10950410.1016/j.engstruct.2019.109504Search in Google Scholar
Guler S, Akbulut ZF, Siad H, Lachemi M. Effect of macro polypropylene, polyamide and steel fibers on the residual properties of SCC at ambient and elevated temperatures. Constr Build Mater. 2021;289:123154 https://doi.org/10.1016/J.CONBUILDMAT.2021.123154GulerSAkbulutZFSiadHLachemiMEffect of macro polypropylene, polyamide and steel fibers on the residual properties of SCC at ambient and elevated temperaturesConstr Build Mater2021289123154 https://doi.org/10.1016/J.CONBUILDMAT.2021.12315410.1016/j.conbuildmat.2021.123154Search in Google Scholar
Abadel A, Elsanadedy H, Almusallam T, Alaskar A, Abbas H, Al-Salloum Y. Residual compressive strength of plain and fiber reinforced concrete after exposure to different heating and cooling regimes. Eur J Environ Civ Eng. 2021;1–20. https://doi.org/10.1080/19648189.2021.1960898AbadelAElsanadedyHAlmusallamTAlaskarAAbbasHAl-SalloumYResidual compressive strength of plain and fiber reinforced concrete after exposure to different heating and cooling regimesEur J Environ Civ Eng2021120https://doi.org/10.1080/19648189.2021.196089810.1080/19648189.2021.1960898Search in Google Scholar
Poon CS, Azhar S, Anson M, Wong YL. Comparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperatures. Cem Concr Res. 2001;31:1291–300. https://doi.org/10.1016/S0008-8846(01)00580-4PoonCSAzharSAnsonMWongYLComparison of the strength and durability performance of normal- and high-strength pozzolanic concretes at elevated temperaturesCem Concr Res2001311291300https://doi.org/10.1016/S0008-8846(01)00580-410.1016/S0008-8846(01)00580-4Search in Google Scholar
Bastami M, Chaboki-Khiabani A, Baghbadrani M, Kordi M. Performance of high strength concretes at elevated temperatures. Sci Iran. 2011;18:1028–36. https://doi.org/10.1016/J.SCIENT.2011.09.001BastamiMChaboki-KhiabaniABaghbadraniMKordiMPerformance of high strength concretes at elevated temperaturesSci Iran201118102836https://doi.org/10.1016/J.SCIENT.2011.09.00110.1016/j.scient.2011.09.001Search in Google Scholar
Khan MS, Abbas H. Performance of concrete subjected to elevated temperature. Eur J Environ Civ Eng. 2015;20:532–43. https://doi.org/10.1080/19648189.2015.1053152KhanMSAbbasHPerformance of concrete subjected to elevated temperatureEur J Environ Civ Eng20152053243https://doi.org/10.1080/19648189.2015.105315210.1080/19648189.2015.1053152Search in Google Scholar
Kalifa P, Chéné G, Gallé C. High-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructure. Cem Concr Res. 2001;31:1487–99. https://doi.org/10.1016/S0008-8846(01)00596-8KalifaPChénéGGalléCHigh-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructureCem Concr Res200131148799https://doi.org/10.1016/S0008-8846(01)00596-810.1016/S0008-8846(01)00596-8Search in Google Scholar
Bangi MR, Horiguchi T. Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures. Cem Concr Res. 2012;42:459–66. https://doi.org/10.1016/J.CEMCONRES.2011.11.014BangiMRHoriguchiTEffect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperaturesCem Concr Res20124245966https://doi.org/10.1016/J.CEMCONRES.2011.11.01410.1016/j.cemconres.2011.11.014Search in Google Scholar
Almusallam T, Ibrahim SM, Al-Salloum Y, Abadel A, Abbas H. Analytical and experimental investigations on the fracture behavior of hybrid fiber reinforced concrete. Cem Concr Compos. 2016;74:201–17. https://doi.org/10.1016/J.CEMCONCOMP.2016.10.002AlmusallamTIbrahimSMAl-SalloumYAbadelAAbbasHAnalytical and experimental investigations on the fracture behavior of hybrid fiber reinforced concreteCem Concr Compos20167420117https://doi.org/10.1016/J.CEMCONCOMP.2016.10.00210.1016/j.cemconcomp.2016.10.002Search in Google Scholar
Yermak N, Pliya P, Beaucour AL, Simon A, Noumowé A. Influence of steel and/or polypropylene fibres on the behaviour of concrete at high temperature: Spalling, transfer and mechanical properties. Constr Build Mater. 2017;132:240–50. https://doi.org/10.1016/J.CONBUILDMAT.2016.11.120YermakNPliyaPBeaucourALSimonANoumowéAInfluence of steel and/or polypropylene fibres on the behaviour of concrete at high temperature: Spalling, transfer and mechanical propertiesConstr Build Mater201713224050https://doi.org/10.1016/J.CONBUILDMAT.2016.11.12010.1016/j.conbuildmat.2016.11.120Search in Google Scholar
Noumowé A, Carré H, Daoud A, Toutanji H. High-strength self-compacting concrete exposed to fire test. J Mater Civ Eng. 2006;18:754–8. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:6(754)NoumowéACarréHDaoudAToutanjiHHigh-strength self-compacting concrete exposed to fire testJ Mater Civ Eng2006187548https://doi.org/10.1061/(ASCE)0899-1561(2006)18:6(754)10.1061/(ASCE)0899-1561(2006)18:6(754)Search in Google Scholar
Phan L. Spalling and mechanical properties of high strength concrete at high temperature. Actes Des Journées Scientifiques Du LCPC. 2007:1595–608.PhanLSpalling and mechanical properties of high strength concrete at high temperatureActes Des Journées Scientifiques Du LCPC20071595608Search in Google Scholar
Chan SY, Peng GF, Chan JK. Comparison between high strength concrete and normal strength concrete subjected to high temperature. Mater Struct. 1996;29:616–9. https://doi.org/10.1007/BF02485969ChanSYPengGFChanJKComparison between high strength concrete and normal strength concrete subjected to high temperatureMater Struct1996296169https://doi.org/10.1007/BF0248596910.1007/BF02485969Search in Google Scholar
Aslani F, Bastami M. Constitutive relationships for normal-and high-strength concrete at elevated temperatures. ACI Mater J. 2011;108:355–64. https://doi.org/10.14359/51683106AslaniFBastamiMConstitutive relationships for normal-and high-strength concrete at elevated temperaturesACI Mater J201110835564https://doi.org/10.14359/5168310610.14359/51683106Search in Google Scholar
Lau A, Anson M. Effect of high temperatures on high performance steel fibre reinforced concrete. Cem Concr Res. 2006;36:1698–707. https://doi.org/10.1016/J.CEMCONRES.2006.03.024LauAAnsonMEffect of high temperatures on high performance steel fibre reinforced concreteCem Concr Res2006361698707https://doi.org/10.1016/J.CEMCONRES.2006.03.02410.1016/j.cemconres.2006.03.024Search in Google Scholar
Varona FB, Baeza FJ, Bru D, Ivorra S. Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete. Constr Build Mater. 2018;159:73–82. https://doi.org/10.1016/J.CONBUILDMAT.2017.10.129VaronaFBBaezaFJBruDIvorraSInfluence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concreteConstr Build Mater20181597382https://doi.org/10.1016/J.CONBUILDMAT.2017.10.12910.1016/j.conbuildmat.2017.10.129Search in Google Scholar
Elsanadedy HM, Al-Salloum YA, Alsayed SH, Iqbal RA. Experimental and numerical investigation of size effects in FRP-wrapped concrete columns. Constr Build Mater. 2012;29:56–72. https://doi.org/10.1016/J.CONBUILDMAT.2011.10.025ElsanadedyHMAl-SalloumYAAlsayedSHIqbalRAExperimental and numerical investigation of size effects in FRP-wrapped concrete columnsConstr Build Mater2012295672https://doi.org/10.1016/J.CONBUILDMAT.2011.10.02510.1016/j.conbuildmat.2011.10.025Search in Google Scholar
Al-Salloum YA, Al-Amri GS, Siddiqui NA, Almusallam TH, Abbas H. Effectiveness of CFRP strengthening in improving cyclic compression response of slender RC columns. J Compos Constr. 2018;22:04018009. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000842Al-SalloumYAAl-AmriGSSiddiquiNAAlmusallamTHAbbasHEffectiveness of CFRP strengthening in improving cyclic compression response of slender RC columnsJ Compos Constr20182204018009. https://doi.org/10.1061/(ASCE)CC.1943-5614.000084210.1061/(ASCE)CC.1943-5614.0000842Search in Google Scholar
Thériault M, Neale KW. Design equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymer wraps. Can J Civ Eng. 2011;27:1011–20. https://doi.org/10.1139/L00-019ThériaultMNealeKWDesign equations for axially loaded reinforced concrete columns strengthened with fibre reinforced polymer wrapsCan J Civ Eng201127101120https://doi.org/10.1139/L00-01910.1139/l00-019Search in Google Scholar
Demers M, Neale KW. Confinement of reinforced concrete columns with fibre-reinforced composite sheets - an experimental study. Can J Civ Eng. 2011;26:226–41. https://doi.org/10.1139/L98-067DemersMNealeKWConfinement of reinforced concrete columns with fibre-reinforced composite sheets - an experimental studyCan J Civ Eng20112622641https://doi.org/10.1139/L98-06710.1139/l98-067Search in Google Scholar
Al-Salloum YA, Almusallam TH, Elsanadedy HM, Iqbal RA. Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques. Constr Build Mater. 2016;115:345–61. https://doi.org/10.1016/J.CONBUILDMAT.2016.04.041Al-SalloumYAAlmusallamTHElsanadedyHMIqbalRAEffect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniquesConstr Build Mater201611534561https://doi.org/10.1016/J.CONBUILDMAT.2016.04.04110.1016/j.conbuildmat.2016.04.041Search in Google Scholar
Abadel AA, Khan MI, Masmoudi R. Axial capacity and stiffness of post-heated circular and square columns strengthened with carbon fiber reinforced polymer jackets. Structures. 2021;33:2599–610. https://doi.org/10.1016/J.ISTRUC.2021.05.081AbadelAAKhanMIMasmoudiRAxial capacity and stiffness of post-heated circular and square columns strengthened with carbon fiber reinforced polymer jacketsStructures2021332599610https://doi.org/10.1016/J.ISTRUC.2021.05.08110.1016/j.istruc.2021.05.081Search in Google Scholar
Alrshoudi F, Abbas H, Abadel A, Albidah A, Altheeb A, Al-Salloum Y. Compression behavior and modeling of FRP-confined high strength geopolymer concrete. Constr Build Mater. 2021;283:122759. https://doi.org/10.1016/J.CONBUILDMAT.2021.122759AlrshoudiFAbbasHAbadelAAlbidahAAltheebAAl-SalloumYCompression behavior and modeling of FRP-confined high strength geopolymer concreteConstr Build Mater2021283122759. https://doi.org/10.1016/J.CONBUILDMAT.2021.12275910.1016/j.conbuildmat.2021.122759Search in Google Scholar
Mandal S, Hoskin A, Fam A. Influence of concrete strength on confinement effectiveness of fiber-reinforced polymer circular jackets. Struct J. 2005;102:383–92. https://doi.org/10.14359/14409MandalSHoskinAFamAInfluence of concrete strength on confinement effectiveness of fiber-reinforced polymer circular jacketsStruct J200510238392https://doi.org/10.14359/1440910.14359/14409Search in Google Scholar
Cui C, Sheikh SA. Experimental study of normal- and high-strength concrete confined with fiber-reinforced polymers. J Compos Constr. 2010;14:553–61. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000116CuiCSheikhSAExperimental study of normal- and high-strength concrete confined with fiber-reinforced polymersJ Compos Constr20101455361https://doi.org/10.1061/(ASCE)CC.1943-5614.000011610.1061/(ASCE)CC.1943-5614.0000116Search in Google Scholar
Zohrevand P, Mirmiran A. Behavior of ultrahigh-performance concrete confined by fiber-reinforced polymers. J Mater Civ Eng. 2011;23:1727–34. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000324ZohrevandPMirmiranABehavior of ultrahigh-performance concrete confined by fiber-reinforced polymersJ Mater Civ Eng201123172734https://doi.org/10.1061/(ASCE)MT.1943-5533.000032410.1061/(ASCE)MT.1943-5533.0000324Search in Google Scholar
Saiidi MS, O'Brien M, Sadrossadat-Zadeh M. Cyclic response of concrete bridge columns using superelastic nitinol and bendable concrete. Struct J. 2009;106:69–77. https://doi.org/10.14359/56285SaiidiMSO'BrienMSadrossadat-ZadehMCyclic response of concrete bridge columns using superelastic nitinol and bendable concreteStruct J20091066977https://doi.org/10.14359/5628510.14359/56285Search in Google Scholar
Wang W, Wu C, Liu Z, Si H. Compressive behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) confined with FRP. Compos Struct. 2018;204:419–37. https://doi.org/10.1016/J.COMPSTRUCT.2018.07.102WangWWuCLiuZSiHCompressive behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) confined with FRPCompos Struct201820441937https://doi.org/10.1016/J.COMPSTRUCT.2018.07.10210.1016/j.compstruct.2018.07.102Search in Google Scholar
Lam L, Huang L, Xie JH, Chen JF. Compressive behavior of ultra-high performance concrete confined with FRP. Compos Struct. 2021;274:114321. https://doi.org/10.1016/J.COMPSTRUCT.2021.114321LamLHuangLXieJHChenJFCompressive behavior of ultra-high performance concrete confined with FRPCompos Struct2021274114321. https://doi.org/10.1016/J.COMPSTRUCT.2021.11432110.1016/j.compstruct.2021.114321Search in Google Scholar
Khan MS, Prasad J, Abbas H. Shear strength of RC beams subjected to cyclic thermal loading. Constr Build Mater. 2010;24:1869–77. https://doi.org/10.1016/J.CONBUILDMAT.2010.04.016KhanMSPrasadJAbbasHShear strength of RC beams subjected to cyclic thermal loadingConstr Build Mater201024186977https://doi.org/10.1016/J.CONBUILDMAT.2010.04.01610.1016/j.conbuildmat.2010.04.016Search in Google Scholar
Khan MS, Prasad J, Abbas H. Bond strength of RC beams subjected to cyclic thermal loading. Constr Build Mater. 2013;38:644–57. https://doi.org/10.1016/J.CONBUILDMAT.2012.09.018KhanMSPrasadJAbbasHBond strength of RC beams subjected to cyclic thermal loadingConstr Build Mater20133864457https://doi.org/10.1016/J.CONBUILDMAT.2012.09.01810.1016/j.conbuildmat.2012.09.018Search in Google Scholar
ISO. Fire-resistance tests – elements of building construction – part 1: General requirements. vol. ISO 834-1: 1999.ISOFire-resistance tests – elements of building construction – part 1: General requirementsvol. ISO 834-1:1999Search in Google Scholar
ASTM-C39. Standard test method for compressive strength of cylindrical concrete. Annual Book of ASTM Standards 2010. https://doi.org/D.O.I:10.1520/C0039_C0039M-10ASTM-C39Standard test method for compressive strength of cylindrical concreteAnnual Book of ASTM Standards2010https://doi.org/D.O.I:10.1520/C0039_C0039M-10Search in Google Scholar
Komonen J, Penttala V. Effects of high temperature on the pore structure and strength of plain and polypropylene fiber reinforced cement pastes. Fire Technol. 2003;39:23–34. https://doi.org/10.1023/A:1021723126005KomonenJPenttalaVEffects of high temperature on the pore structure and strength of plain and polypropylene fiber reinforced cement pastesFire Technol2003392334https://doi.org/10.1023/A:102172312600510.1023/A:1021723126005Search in Google Scholar