This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Ding M, Yu R, Feng Y, Wang S, Zhou F, Shui Z, Gao X, He Y, Chen L. Possibility and advantages of producing an ultra-high performance concrete (UHPC) with ultra-low cement content. Constr Build. Mater. 2021; 273:122023. https://doi.org/10.1016/j.conbuildmat.2020.122023.DingMYuRFengYWangSZhouFShuiZGaoXHeYChenL.Possibility and advantages of producing an ultra-high performance concrete (UHPC) with ultra-low cement content..2021;273:122023. https://doi.org/10.1016/j.conbuildmat.2020.122023.Open DOISearch in Google Scholar
Yu R, Spiesz P, Brouwers HJH. Development of an ecofriendly ultra-high performance concrete (UHPC) with efficient cement and mineral admixtures uses. 2014.YuRSpieszPBrouwersHJH..2014.Search in Google Scholar
Li Y, Tan KH, Yang EH. Influence of aggregate size and inclusion of polypropylene and steel fibers on the hot permeability of ultra-high performance concrete (UHPC) at elevated temperature. Constr Build Mater. 2018; 169:629–637. https://doi.org/10.1016/j.conbuildmat.2018.01.105.LiYTanKHYangEH.Influence of aggregate size and inclusion of polypropylene and steel fibers on the hot permeability of ultra-high performance concrete (UHPC) at elevated temperature..2018;169:629–637. https://doi.org/10.1016/j.conbuildmat.2018.01.105.Open DOISearch in Google Scholar
Arora A, Yao Y, Mobasher B, Neithalath N. Fundamental insights into the compressive and flexural response of binder- and aggregate-optimized ultra-high performance concrete (UHPC). Cem Concr Compos. 2019; 98:1–13. https://doi.org/10.1016/j.cemconcomp.2019.01.015.AroraAYaoYMobasherBNeithalathN.Fundamental insights into the compressive and flexural response of binder- and aggregate-optimized ultra-high performance concrete (UHPC)..2019;98:1–13. https://doi.org/10.1016/j.cemconcomp.2019.01.015.Open DOISearch in Google Scholar
Hassan M, Wille K. Experimental impact analysis on ultra-high performance concrete (UHPC) for achieving stress equilibrium (SE) and constant strain rate (CSR) in Split Hopkinson pressure bar (SHPB) using pulse shaping technique. Constr Build Mater. 2017; 144:747–757. https://doi.org/10.1016/j.conbuildmat.2017.03.185.HassanMWilleK.Experimental impact analysis on ultra-high performance concrete (UHPC) for achieving stress equilibrium (SE) and constant strain rate (CSR) in Split Hopkinson pressure bar (SHPB) using pulse shaping technique..2017;144:747–757. https://doi.org/10.1016/j.conbuildmat.2017.03.185.Open DOISearch in Google Scholar
Yang J, Chen B, Su J, Xu G, Zhang D, Zhou J. Effects of fibers on the mechanical properties of UHPC: a review. J Traffic Transp Eng. 2022; 9:363–387. https://doi.org/10.1016/j.jtte.2022.05.001.YangJChenBSuJXuGZhangDZhouJ.Effects of fibers on the mechanical properties of UHPC: a review..2022;9:363–387. https://doi.org/10.1016/j.jtte.2022.05.001.Open DOISearch in Google Scholar
Meng W, Khayat K. Effect of hybrid fibers on fresh, mechanical properties, and autogenous shrinkage of cost effective UHPC. J Mater Civ Eng. 2018; 30. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002212.MengWKhayatK.Effect of hybrid fibers on fresh, mechanical properties, and autogenous shrinkage of cost effective UHPC..2018;30. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002212.Open DOISearch in Google Scholar
Xu L, Lu Q, Chi Y, Yang Y, Yu M, Y. Yan Y. Axial compressive performance of UHPC filled steel tube stub columns containing steel-polypropylene hybrid fiber. Constr Build Mater. 2019; 204:754–767. https://doi.org/10.1016/j.conbuildmat.2019.01.202.XuLLuQChiYYangYYuM Y.YanY.Axial compressive performance of UHPC filled steel tube stub columns containing steel-polypropylene hybrid fiber..2019;204:754–767. https://doi.org/10.1016/j.conbuildmat.2019.01.202.Open DOISearch in Google Scholar
Su Y, Li J, Wu C, Wu P, Li Z.-X. Effects of steel fibres on dynamic strength of UHPC. Constr Build Mater. 2016; 114:708–718. https://doi.org/10.1016/j.conbuildmat.2016.04.007.SuYLiJWuCWuPLiZ.-X.Effects of steel fibres on dynamic strength of UHPC..2016;114:708–718. https://doi.org/10.1016/j.conbuildmat.2016.04.007.Open DOISearch in Google Scholar
Zeng X, Deng K, Liang H, Xu R, Zhao C, Cui B. Uniaxial behavior and constitutive model of reinforcement confined coarse aggregate UHPC. Eng Struct. 2020; 207:110261. https://doi.org/10.1016/j.engstruct.2020.110261.ZengXDengKLiangHXuRZhaoCCuiB.Uniaxial behavior and constitutive model of reinforcement confined coarse aggregate UHPC..2020;207:110261. https://doi.org/10.1016/j.engstruct.2020.110261.Open DOISearch in Google Scholar
Zhang Y, Li X, Zhu Y, Shao X. Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer. Compos Part B Eng. 2020; 186:107834. https://doi.org/10.1016/j.compositesb.2020.107834.ZhangYLiXZhuYShaoX.Experimental study on flexural behavior of damaged reinforced concrete (RC) beam strengthened by toughness-improved ultra-high performance concrete (UHPC) layer..2020;186:107834. https://doi.org/10.1016/j.compositesb.2020.107834.Open DOISearch in Google Scholar
Ghafari E, Costa H, Júlio E. RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers. Constr Build Mater. 2014; 66:375-383. https://doi.org/10.1016/j.conbuildmat.2014.05.064.GhafariECostaHJúlioE.RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers..2014;66:375-383. https://doi.org/10.1016/j.conbuildmat.2014.05.064.Open DOISearch in Google Scholar
Thomas RJ, Sorensen AD. Review of strain rate effects for UHPC in tension. Constr Build Mater. 2017; 153:846-856. https://doi.org/10.1016/j.conbuildmat.2017.07.168.ThomasRJSorensenAD.Review of strain rate effects for UHPC in tension..2017;153:846-856. https://doi.org/10.1016/j.conbuildmat.2017.07.168.Open DOISearch in Google Scholar
Ozawa M, Subedi Parajuli S, Uchida Y, Zhou B. Preventive effects of polypropylene and jute fibers on spalling of UHPC at high temperatures in combination with waste porous ceramic fine aggregate as an internal curing material. Constr Build Mater. 2019; 206:219-225. https://doi.org/10.1016/j.conbuildmat.2019.02.056.OzawaMSubedi ParajuliSUchidaYZhouB.Preventive effects of polypropylene and jute fibers on spalling of UHPC at high temperatures in combination with waste porous ceramic fine aggregate as an internal curing material..2019;206:219-225. https://doi.org/10.1016/j.conbuildmat.2019.02.056.Open DOISearch in Google Scholar
Yu R, Spiesz P, Brouwers HJH. Effect of nano-silica on the hydration and microstructure development of ultra-high performance concrete (UHPC) with a low binder amount. Constr Build Mater. 2014; 65:140-150. https://doi.org/10.1016/j.conbuildmat. 2014.04.063.YuRSpieszPBrouwersHJH.Effect of nano-silica on the hydration and microstructure development of ultra-high performance concrete (UHPC) with a low binder amount..2014;65:140-150. https://doi.org/10.1016/j.conbuildmat.2014.04.063.Open DOISearch in Google Scholar
Qian D, Yu R, Shui Z, Sun Y, Jiang C, Zhou F, Ding M, Tong X, He Y. A novel development of green ultra-high performance concrete (UHPC) based on appropriate application of recycled cementitious material. J Clean Prod. 2020; 261:121231. https://doi.org/10.1016/J.JCLEPRO.2020.121231.QianDYuRShuiZSunYJiangCZhouFDingMTongXHeY.A novel development of green ultra-high performance concrete (UHPC) based on appropriate application of recycled cementitious material..2020;261:121231. https://doi.org/10.1016/J.JCLEPRO.2020.121231.Open DOISearch in Google Scholar
Kheir J, Klausen A, Hammer TA, De Meyst L, Hilloulin B, Van Tittelboom K, Loukili A, De Belie N. Early age autogenous shrinkage cracking risk of an ultra-high performance concrete (UHPC) wall: modelling and experimental results. Eng Fract Mech. 2021; 257:108024. https://doi.org/10.1016/j.engfracmech.2021.108024.KheirJKlausenAHammerTADe MeystLHilloulinBVan TittelboomKLoukiliADe BelieN.Early age autogenous shrinkage cracking risk of an ultra-high performance concrete (UHPC) wall: modelling and experimental results..2021;257:108024. https://doi.org/10.1016/j.engfracmech.2021.108024.Open DOISearch in Google Scholar
Li S, Tang L, Shi W, Zhong C. Experimental investigation on hydroabrasive erosion of steel fiber UHPC and rubber UHPC. Adv Mater Sci Eng. 2020; 2020:5920824. https://doi.org/10.1155/2020/5920824.LiSTangLShiWZhongC.Experimental investigation on hydroabrasive erosion of steel fiber UHPC and rubber UHPC..2020;2020:5920824. https://doi.org/10.1155/2020/5920824.Open DOISearch in Google Scholar
Jia L, Fang Z, Huang Z, Pilakoutas K, Wang Q, Tan X. Flexural behavior of UHPC beams prestressed with external CFRP tendons. Appl Sci. 2021; 11:9189. https://doi.org/10.3390/app11199189.JiaLFangZHuangZPilakoutasKWangQTanX.Flexural behavior of UHPC beams prestressed with external CFRP tendons..2021;11:9189. https://doi.org/10.3390/app11199189.Open DOISearch 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; 31:1487-1499. https://doi.org/10.1016/S0008-8846(01)00596-8.KalifaPChénéGGalléC.High-temperature behaviour of HPC with polypropylene fibres—from spalling to microstructure..2001;31:1487-1499. https://doi.org/10.1016/S0008-8846(01)00596-8.Open DOISearch 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; 18:754-758. https://doi.org/10.1061/(asce)0899-1561(2006)18:6(754).NoumowéACarréHDaoudAToutanjiH.High-strength self-compacting concrete exposed to fire test..2006;18:754-758. https://doi.org/10.1061/(asce)0899-1561(2006)18:6(754).Open DOISearch in Google Scholar
PhanL.Spalling and mechanical properties of high strength concrete at high temperature. Proc Concr under Sev Cond Fr. 2007; 1595-1608. http://fire.nist.gov/bfrlpubs/build07/art019.html (accessed December 26, 2021).PhanL.Spalling and mechanical properties of high strength concrete at high temperature..2007;1595-1608. http://fire.nist.gov/bfrlpubs/build07/art019.html(accessed December 26, 2021).Search in Google Scholar
Chan SYN, X. Luo X, Sun W. Efect of high temperature and cooling regimes on the compressive strength and pore properties of high performance concrete. Constr Build Mater. 2000; 14:261-266. https://doi.org/10.1016/S0950-0618(00)00031-3.ChanSYNX. LuoXSunW.Efect of high temperature and cooling regimes on the compressive strength and pore properties of high performance concrete..2000;14:261-266. https://doi.org/10.1016/S0950-0618(00)00031-3.Open DOISearch in Google Scholar
Aslani F, Bastami M Constitutive relationships for normal-and high-strength concrete at elevated temperatures. ACI Mater J. 2011; 108:355-364. https://doi.org/10.14359/51683106.AslaniFBastamiMConstitutive relationships for normal-and high-strength concrete at elevated temperatures..2011;108:355-364. https://doi.org/10.14359/51683106.Open DOISearch in Google Scholar
Lau A, Anson M. Effect of high temperatures on high performance steel fibre reinforced concrete. Cem Concr Res. 2006; 36:1698-1707. https://doi.org/10.1016/j.cemconres.2006.03.024.LauAAnsonM.Effect of high temperatures on high performance steel fibre reinforced concrete..2006;36:1698-1707. https://doi.org/10.1016/j.cemconres.2006.03.024.Open DOISearch 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.2017.10.129.VaronaFBBaezaFJBruDIvorraS.Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete,.2018;159:73-82. https://doi.org/10.1016/J.CONBUILDMAT.2017.10.129.Open DOISearch in Google Scholar
Mindess S, Young JF, Darwin DC. 2nd ed.; Upper Saddle River, NJ: Prentice-Hall; 2003.MindessSYoungJFDarwinDC.2nd ed.;:Prentice-Hall;2003.Search in Google Scholar
Liu CT, Huang JS. Fire performance of highly flowable reactive powder concrete. Constr Build Mater. 23 (2009) 2072-2079. https://doi.org/10.1016/ j.conbuildmat.2008.08.022.LiuCTHuangJS.Fire performance of highly flowable reactive powder concrete..23(2009)2072-2079. https://doi.org/10.1016/j.conbuildmat.2008.08.022.Open DOISearch in Google Scholar
Bazant ZP, Thonguthai W. Pore pressure and drying of concrete at high temperature. ASCE J Eng Mech Div. 1978; 104:1059-1079. https://doi.org/10.1061/jmcea3.0002404.BazantZPThonguthaiW.Pore pressure and drying of concrete at high temperature..1978;104:1059-1079. https://doi.org/10.1061/jmcea3.0002404.Open DOISearch in Google Scholar
Zohrevand P, Mirmiran P Behavior of ultrahigh-performance concrete confined by fiber-reinforced polymers. J Mater Civ Eng. 2011; 23:1727-1734. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000324.ZohrevandPMirmiranPBehavior of ultrahigh-performance concrete confined by fiber-reinforced polymers..2011;23:1727-1734. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000324.Open DOISearch in Google Scholar
Mróz K, Hager I. Evaluation of nature and intensity of fire concrete spalling by frequency analysis of sound records. Cem Concr. Res. 2021; 148:106539. https://doi.org/10.1016/J.CEMCONRES.2021.106539.MrózKHagerI.Evaluation of nature and intensity of fire concrete spalling by frequency analysis of sound records..2021;148:106539. https://doi.org/10.1016/J.CEMCONRES.2021.106539.Open DOISearch 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. 2021; 26:6746-6765.https://doi.org/10.1080/19648189.2021.1960898.AbadelAElsanadedyHAlmusallamTAlaskarAAbbasHAl-SalloumY..2021;26:6746-6765.https://doi.org/10.1080/19648189.2021.1960898.Open DOISearch in Google Scholar
Zhang D, Tan KH. Effect of various polymer fibers on spalling mitigation of ultra-high performance concrete at high temperature. Cem Concr Compos. 2020; 114: 103815. https://doi.org/10.1016/j.cemconcomp.2020.103815.ZhangDTanKH.Effect of various polymer fibers on spalling mitigation of ultra-high performance concrete at high temperature..2020;114:103815. https://doi.org/10.1016/j.cemconcomp.2020.103815.Open DOISearch in Google Scholar
Travis QB, Mobasher B. Correlation of elastic modulus and permeability in concrete subjected to elevated temperatures. J Mater Civ Eng. 2010; 22:735-740. https://doi.org/10.1061/(asce)mt.1943-5533.0000074.TravisQBMobasherB.Correlation of elastic modulus and permeability in concrete subjected to elevated temperatures..2010;22:735-740. https://doi.org/10.1061/(asce)mt.1943-5533.0000074.Open DOISearch in Google Scholar
Gallé C, Sercombe J. Permeability and pore structure evolution of silico-calcareous and hematite high-strength concretes submitted to high temperatures. Mater Struct Constr. 2001; 34:619-628. https://doi.org/10.1617/13695.GalléCSercombeJ.Permeability and pore structure evolution of silico-calcareous and hematite high-strength concretes submitted to high temperatures..2001;34:619-628. https://doi.org/10.1617/13695.Open DOISearch in Google Scholar
Wille K, Naaman AE, Parra-Montesinos GJ. Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way. ACI Mater J. 2011; 108:46–54. https://doi.org/10.14359/51664215.WilleKNaamanAEParra-MontesinosGJ.Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way..2011;108:46–54. https://doi.org/10.14359/51664215.Open DOISearch in Google Scholar
Richard P, Cheyrezy M. Composition of reactive powder concretes. Cem Concr Res. 1995; 25:1501–1511. https://doi.org/10.1016/0008-8846(95)00144-2.RichardPCheyrezyM.Composition of reactive powder concretes..1995;25:1501–1511. https://doi.org/10.1016/0008-8846(95)00144-2.Open DOISearch in Google Scholar
Klingsch EW, Frangi A, Fontana M. High- and ultrahigh-performance concrete: a systematic experimental analysis on spalling. Am Concr Institute, ACI Spec. Publ. 2011; 279:269–318.KlingschEWFrangiAFontanaM.High- and ultrahigh-performance concrete: a systematic experimental analysis on spalling..2011;279:269–318.Search in Google Scholar
Diederichs U, Mertzsch O. Behaviour of ultra high strength concrete at high temperatures. In: Kassel, Ed. Second International Symposium on Ultra High Performance Concrete. 2008, pp. 347–354.DiederichsUMertzschO.. In:Kassel, Ed.Second International Symposium on Ultra High Performance Concrete.2008, pp.347–354.Search in Google Scholar
Peng GF, Kang YR, Huang YZ, Liu XP, Chen Q. Experimental research on fire resistance of reactive powder concrete. Adv Mater Sci Eng. 2012. https://doi.org/10.1155/2012/860303.PengGFKangYRHuangYZLiuXPChenQ.Experimental research on fire resistance of reactive powder concrete..2012. https://doi.org/10.1155/2012/860303.Open DOISearch 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.2017.10.129.VaronaFBBaezaFJBruDIvorraS.Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete,.2018;159:73–82. https://doi.org/10.1016/j.conbuildmat.2017.10.129.Open DOISearch 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; 42:459–466. https://doi.org/10.1016/J.CEMCONRES.2011.11.014.BangiMRHoriguchiT.Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures..2012;42:459–466. https://doi.org/10.1016/J.CEMCONRES.2011.11.014.Open DOISearch in Google Scholar
Novák J, Kohoutková A. Fire response of hybrid fiber reinforced concrete to high temperature. Procedia Eng. 2017; 172:784–790. https://doi.org/10.1016/J.PR0ENG.2017.02.123.NovákJKohoutkováA.Fire response of hybrid fiber reinforced concrete to high temperature..2017;172:784–790. https://doi.org/10.1016/J.PR0ENG.2017.02.123.Open DOISearch in Google Scholar
Heinz D, Ludwig H-M. Heat treatment and the risk of DEF delayed ettringite formation in UHPC. In: International Symposium on Ultra High Performance Concrete in Kassel, Germany. 2004; pp. 717–730.HeinzDLudwigH-M.. In:International Symposium on Ultra High Performance Concrete in Kassel, Germany.2004; pp.717–730.Search in Google Scholar
Chen HJ, Yu YL, Tang CW. Mechanical properties of ultra-high performance concrete before and after exposure to high temperatures. Materials (Basel). 2020; 13:770. https://doi.org/10.3390/mal3030770.ChenHJYuYLTangCW.Mechanical properties of ultra-high performance concrete before and after exposure to high temperatures..2020;13:770. https://doi.org/10.3390/mal3030770.Open DOISearch in Google Scholar
Tayeh B, Hadzima-nyarko M, Youssef M, Riad R, Defalla R, Hafez A. Behavior of ultra-high-performance concrete with hybrid synthetic fiber waste exposed to elevated temperatures. 2023; 13:129.TayehBHadzima-nyarkoMYoussefMRiadRDefallaRHafezA..2023;13:129.Search in Google Scholar
ISO, Elements of building construction - Part 1: General requirements. International Organization for Standardization, Geneva, Switzerland. 1999.ISO,.International Organization for Standardization,Geneva, Switzerland.1999.Search in Google Scholar
ASTM international, standard test method for slump of hydraulic-cement concrete. ASTM C143-10a. 2010; 13:1–4..ASTMC143-10a.2010;13:1–4.Search in Google Scholar
ASTM C138/C138M-17a, No title standard test method for density (unit weight), yield, and air content (gravimetric) of concrete. ASTM Int. 2017. https://doi.org/10.1520/C0138_C0138M-17A.ASTM C138/C138M-17a,.ASTM Int.2017. https://doi.org/10.1520/C0138_C0138M-17A.Open DOISearch in Google Scholar
ASTM-C39, standard test method for compressive strength of cylindrical concrete. Annu B ASTM Stand. 2021; 10:1520. https://doi.org/D.O.I:10.1520/C0039_C0039M-10.ASTM-C39, standard test method for compressive strength of cylindrical concrete..2021;10:1520. https://doi.org/D.O.I:10.1520/C0039_C0039M-10.Open DOISearch in Google Scholar
ASTM C469-02, standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression. ASTM Stand. B. 2002; 04:1–5. http://portales.puj.edu.co/wjfajardo/mecanicadesolidos/laboratorios/astm/C469.pdf.ASTM C469-02, standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression..2002;04:1–5. http://portales.puj.edu.co/wjfajardo/mecanicadesolidos/laboratorios/astm/C469.pdf.Search in Google Scholar
ASTM C496-96, standard test method for splitting tensile strength of cylindrical concrete specimens. Man Hydrocarb Anal 6th Ed. 2008; i:545-545–3.ASTM C496-96, standard test method for splitting tensile strength of cylindrical concrete specimens..2008; i:545-545–3.Search in Google Scholar
A. C78/C78M-16, standard test method for flexural strength of concrete (using simple beam with third-point loading). ASTM Int. 2016. https://doi.org/10.1520/C0078_C0078M-16.A. C78/C78M-16, standard test method for flexural strength of concrete (using simple beam with third-point loading)..2016. https://doi.org/10.1520/C0078_C0078M-16.Open DOISearch in Google Scholar
Bisby LA, Chen JF, Li SQ, Stratford TJ, Cueva, Crossling K. Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps. Eng Struct. 2011; 33:3381–3391. https://doi.org/10.1016/J.ENGSTRUCT.2011.07.002.BisbyLAChenJFLiSQStratfordTJCuevaCrosslingK.Strengthening fire-damaged concrete by confinement with fibre-reinforced polymer wraps..2011;33:3381–3391. https://doi.org/10.1016/J.ENGSTRUCT.2011.07.002.Open DOISearch in Google Scholar
Abadel AA, Alharbi YR. Confinement effectiveness of CFRP strengthened ultra-high performance concrete cylinders exposed to elevated temperatures. Mater Sci. 2021; 39:478–490. https://doi.org/10.2478/MSP-2021-0040.AbadelAAAlharbiYR.Confinement effectiveness of CFRP strengthened ultra-high performance concrete cylinders exposed to elevated temperatures..2021;39:478–490. https://doi.org/10.2478/MSP-2021-0040.Open DOISearch in Google Scholar
Ju Y, Wang L, Liu H, Tian K. An experimental investigation of the thermal spalling of polypropylene-fibered reactive powder concrete exposed to elevated temperatures. Sci Bull. 2015; 60:2022–2040. https://doi.org/10.1007/S11434-015-0939-0.JuYWangLLiuHTianK.An experimental investigation of the thermal spalling of polypropylene-fibered reactive powder concrete exposed to elevated temperatures..2015;60:2022–2040. https://doi.org/10.1007/S11434-015-0939-0.Open DOISearch in Google Scholar
Novák J, Kohoutková A. Fibre reinforced concrete exposed to elevated temperature. IOP Conference Series Materials Science and Engineering. 2017; 246:012045. https://doi.org/10.1088/1757-899X/246/1/012045.NovákJKohoutkováA..IOP Conference Series Materials Science and Engineering.2017;246:012045. https://doi.org/10.1088/1757-899X/246/1/012045.Open DOISearch 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; 42:459–466. https://doi.org/10.1016/j.cemconres.2011.11.014.BangiMRHoriguchiT.Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures..2012;42:459–466. https://doi.org/10.1016/j.cemconres.2011.11.014.Open DOISearch in Google Scholar
Hager I, Zdeb T, Krzemié K. The impact of the amount of polypropylene fibres on spalling behaviour and residual mechanical properties of reactive powder concretes. MATEC Web Conference. 2013; 6:2003. https://doi.org/10.1051/matecconf/20130602003.HagerIZdebTKrzemiéK.The impact of the amount of polypropylene fibres on spalling behaviour and residual mechanical properties of reactive powder concretes..2013;6:2003. https://doi.org/10.1051/matecconf/20130602003.Open DOISearch in Google Scholar
Peng GF, Chan SYN, Anson M. Chemical kinetics of C-S-H decomposition in hardened cement paste subjected to elevated temperatures up to 800°C. 2015; 13:47–52. https://doi.org/10.1680/ADCR.2001.13.2.47.PengGFChanSYNAnsonM..2015;13:47–52. https://doi.org/10.1680/ADCR.2001.13.2.47.Open DOISearch in Google Scholar
Scheinherrová L, Vejmelková E, Keppert M, Bezdička P Doleželová M, Krejsová J, Grzeszczyk S, Matuszek-Chmurowska A, Černý R. Effect of Cu-Zn coated steel fibers on high temperature resistance of reactive powder concrete. Cem Concr Res. 2019; 117:45–57. https://doi.org/10.1016/J.CEMCONRES.2018.12.008.ScheinherrováLVejmelkováEKeppertMBezdičkaPDoleželováMKrejsováJGrzeszczykSMatuszek-ChmurowskaAČernýR.Effect of Cu-Zn coated steel fibers on high temperature resistance of reactive powder concrete..2019;117:45–57. https://doi.org/10.1016/J.CEMCONRES.2018.12.008.Open DOISearch in Google Scholar
Ramezani M, Dehghani A, Sherif MM. Carbon nanotube reinforced cementitious composites: a comprehensive review. Constr Build Mater. 2022; 315:125100. https://doi.org/10.1016/J.CONBUILDMAT.2021.125100.RamezaniMDehghaniASherifMM.Carbon nanotube reinforced cementitious composites: a comprehensive review..2022;315:125100. https://doi.org/10.1016/J.CONBUILDMAT.2021.125100.Open DOISearch in Google Scholar
Abadel AA, Abbas H., Alshaikh IMH, Sennah K, Tuladhar R, Altheeb A, Alamri M. Experimental study on the effects of external strengthening and elevated temperature on the shear behavior of ultra-high-performance fiber-reinforced concrete deep beams. Structures. 2023; 49:943–957. https://doi.org/10.1016/j.istruc.2023.02.004.AbadelAAAbbasH.AlshaikhIMHSennahKTuladharRAltheebAAlamriM.Experimental study on the effects of external strengthening and elevated temperature on the shear behavior of ultra-high-performance fiber-reinforced concrete deep beams..2023;49:943–957. https://doi.org/10.1016/j.istruc.2023.02.004.Open DOISearch in Google Scholar
Ambily PS, Ravisankar K, Umarani C, Dattatreya JK. Iyer NR. Development of ultra-high-performance geopolymer concrete. Concr Res. 2014; 66:82–89. https://doi.org/10.1680/macr.13.00057.AmbilyPSRavisankarKUmaraniCDattatreyaJKIyerNR.Development of ultra-high-performance geopolymer concrete..2014;66:82–89. https://doi.org/10.1680/macr.13.00057.Open DOISearch in Google Scholar
Peng NR, Bian SH, Guo ZQ, Zhao J, Peng XL, Jiang YC. Effect of thermal shock due to rapid cooling on residual mechanical properties of fiber concrete exposed to high temperatures. Constr Build Mater. 2008; 22:948–955. https://doi.org/10.1016/j.conbuildmat.2006.12.002.PengNRBianSHGuoZQZhaoJPengXLJiangYC.Effect of thermal shock due to rapid cooling on residual mechanical properties of fiber concrete exposed to high temperatures..2008;22:948–955. https://doi.org/10.1016/j.conbuildmat.2006.12.002.Open DOISearch in Google Scholar
Zhang P, Zhang P, Wu J, Zhang Y, Guo J. Mechanical properties of polyvinyl alcohol fiber-reinforced cementitious composites after high-temperature exposure. Gels. 2022; 8:662. https://doi.org/10.3390/ GELS8100662.ZhangPZhangPWuJZhangYGuoJ.Mechanical properties of polyvinyl alcohol fiber-reinforced cementitious composites after high-temperature exposure..2022;8:662. https://doi.org/10.3390/ GELS8100662.Open DOISearch in Google Scholar
Wu Z, Shi C, He W, Wu L. Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete. Constr Build Mater. 2016; 103:8–14. https://doi.org/10.1016/ J.CONBUILDMAT.2015.11.028.WuZShiCHeWWuL.Effects of steel fiber content and shape on mechanical properties of ultra high performance concrete..2016;103:8–14. https://doi.org/10.1016/J.CONBUILDMAT.2015.11.028.Open DOISearch in Google Scholar
Tahwia AM, Elgendy GM, Amin M. Durability and microstructure of eco-efficient ultra-high-performance concrete. Constr Build Mater. 2021; 303:124491. https://doi.org/10.1016/j.conbuildmat.2021.124491.TahwiaAMElgendyGMAminM.Durability and microstructure of eco-efficient ultra-high-performance concrete..2021;303:124491. https://doi.org/10.1016/j.conbuildmat.2021.124491.Open DOISearch in Google Scholar
Gong J, Ma Y, Fu J, Hu J, Ouyang X, Zhang Z, Wang H. Utilization of fibers in ultra-high performance concrete: a review. Compos Part B Eng. 2022; 241:109995. https://doi.org/10.1016/j.compositesb.2022.109995.GongJMaYFuJHuJOuyangXZhangZWangH.Utilization of fibers in ultra-high performance concrete: a review..2022;241:109995. https://doi.org/10.1016/j.compositesb.2022.109995.Open DOISearch in Google Scholar
Jiao C, Ta J, Niu Y, Meng S, Chen XF, He S, Ma R. Analysis of the flexural properties of ultra-high-performance concrete consisting of hybrid straight steel fibers. Case Stud Constr Mater. 2022; 17:e01153. https://doi.org/10.1016/J.CSCM.2022.E01153.JiaoCTaJNiuYMengSChenXFHeSMaR.Analysis of the flexural properties of ultra-high-performance concrete consisting of hybrid straight steel fibers..2022;17:e01153. https://doi.org/10.1016/J.CSCM.2022.E01153.Open DOISearch in Google Scholar
Abid M, Hou X, Zheng W, Hussain RR. High temperature and residual properties of reactive powder concrete – a review. Constr Build Mater. 2017; 147:339–351. https://doi.org/10.1016/J.CONBUILDMAT.2017.04.083.AbidMHouXZhengWHussainRR.High temperature and residual properties of reactive powder concrete – a review..2017;147:339–351. https://doi.org/10.1016/J.CONBUILDMAT.2017.04.083.Open DOISearch in Google Scholar
Yoo D-Y, Banthia N, Lee J-Y, Yoon Y-S. Effect of fiber geometric property on rate dependent flexural behavior of ultra-high-performance cementitious composite. Cem Concr Compos. 2018; 86:57–71. https://doi.org/10.1016/j.cemconcomp.2017.11.002.YooD-YBanthiaNLeeJ-YYoonY-S.Effect of fiber geometric property on rate dependent flexural behavior of ultra-high-performance cementitious composite..2018;86:57–71. https://doi.org/10.1016/j.cemconcomp.2017.11.002.Open DOISearch in Google Scholar
Yoo DY, Shin W. Improvement of fiber corrosion resistance of ultra-high-performance concrete by means of crack width control and repair. Cem Concr Compos. 2021; 121:104073. https://doi.org/10.1016/J.CEMCONCOMP.2021.104073.YooDYShinW.Improvement of fiber corrosion resistance of ultra-high-performance concrete by means of crack width control and repair..2021;121:104073. https://doi.org/10.1016/J.CEMCONCOMP.2021.104073.Open DOISearch in Google Scholar
Li Y, Tan KH, Yang EH. Synergistic effects of hybrid polypropylene and steel fibers on explosive spalling prevention of ultra-high performance concrete at elevated temperature. Cem Concr Compos. 2019; 96:174–181. https://doi.org/10.1016/J. CEMCONCOMP.2018.11.009.LiYTanKHYangEH.Synergistic effects of hybrid polypropylene and steel fibers on explosive spalling prevention of ultra-high performance concrete at elevated temperature..2019;96:174–181. https://doi.org/10.1016/J.CEMCONCOMP.2018.11.009.Open DOISearch in Google Scholar
Ozawa M, Morimoto H. Effects of various fibres on high-temperature spalling in high-performance concrete. Constr Build Mater. 2014; 71:83–92. https://doi.org/10.1016/j.conbuildmat.2014.07.068.OzawaMMorimotoH.Effects of various fibres on high-temperature spalling in high-performance concrete..2014;71:83–92. https://doi.org/10.1016/j.conbuildmat.2014.07.068.Open DOISearch in Google Scholar
Xiao L, Chen P, Huang J, Peng S, Yang Z. Compressive behavior of reinforced steel-PVA hybrid fiber concrete short columns after high temperature exposure. Constr Build Mater. 2022; 342:127935. https://doi.org/10.1016/J.CONBUILDMAT.2022.127935.XiaoLChenPHuangJPengSYangZ.Compressive behavior of reinforced steel-PVA hybrid fiber concrete short columns after high temperature exposure..2022;342:127935. https://doi.org/10.1016/J.CONBUILDMAT.2022.127935.Open DOISearch in 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; 41:115–121. https://doi.org/10.1016/J.FIRESAF.2005.11.004.XiaoJFalknerH.On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures..2006;41:115–121. https://doi.org/10.1016/J.FIRESAF.2005.11.004.Open DOISearch in Google Scholar
Zhang D, Tan KH, Dasari A, Weng Y. Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete. Cem Concr Compos. 2020; 109:103512. https://doi.org/10.1016/j.cemconcomp.2020.103512.ZhangDTanKHDasariAWengY.Effect of natural fibers on thermal spalling resistance of ultra-high performance concrete..2020;109:103512. https://doi.org/10.1016/j.cemconcomp.2020.103512.Open DOISearch in Google Scholar