This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Sarker P, Kelly S, Yao Z. Effect of fire exposure on cracking, spalling and residual strength of fly ash geopolymer concrete. Mater Des. 2014;29: 584–592. doi: 10.1016/j.matdes.2014.06.059SarkerPKellySYaoZ.Effect of fire exposure on cracking, spalling and residual strength of fly ash geopolymer concrete. . 2014;29: 584–592. doi: 10.1016/j.matdes.2014.06.059Open DOISearch in Google Scholar
Shaikh FUA, Vimonsatit V. Effect of cooling methods on residual compressive strength and cracking behavior of fly ash concretes exposed at elevated temperatures. Fire Mater. 2016;40: 335–350. doi: 10.1002/FAM.2276ShaikhFUAVimonsatitV.Effect of cooling methods on residual compressive strength and cracking behavior of fly ash concretes exposed at elevated temperatures. . 2016;40: 335–350. doi: 10.1002/FAM.2276Open 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. Eur J Environ Civ Eng. 2021;26: 6746–6765. doi: 10.1080/19648189.2021.1960898AbadelAElsanadedyHAlmusallamTAlaskarAAbbasHAl-SalloumY.Residual compressive strength of plain and fiber reinforced concrete after exposure to different heating and cooling regimes. . 2021;26: 6746–6765. doi: 10.1080/19648189.2021.1960898Open DOISearch in Google Scholar
Li Q, Yuan G, Shu Q. Effects of heating/cooling on recovery of strength and carbonation resistance of firedamaged concrete. Mag Concr Res. 2015;66: 925–936. doi: 10.1680/MACR.14.00029LiQYuanGShuQ.Effects of heating/cooling on recovery of strength and carbonation resistance of firedamaged concrete. . 2015;66: 925–936. doi: 10.1680/MACR.14.00029Open DOISearch in Google Scholar
Kee S, Kang J, Choi B, Kwon J, Candelaria M. Evaluation of static and dynamic residual mechanical properties of heat-damaged concrete for nuclear reactor auxiliary buildings in korea using elastic wave velocity measurements. Materials (Basel). 2019;12: 2695. doi: 10.3390/ma12172695KeeSKangJChoiBKwonJCandelariaM.Evaluation of static and dynamic residual mechanical properties of heat-damaged concrete for nuclear reactor auxiliary buildings in korea using elastic wave velocity measurements. . 2019;12: 2695. doi: 10.3390/ma12172695Open DOISearch in Google Scholar
Ma C, Garcia R, Yung S, Awang A, Omar W, Pilakoutas K. Strengthening of pre-damaged concrete cylinders using post-tensioned steel straps. Proc Inst Civ Eng – Struct Build. 2019;172(10): 703–711. doi: 10.1680/jstb u.18.00031MaCGarciaRYungSAwangAOmarWPilakoutasK.Strengthening of pre-damaged concrete cylinders using post-tensioned steel straps. . 2019;172(10): 703–711. doi: 10.1680/jstbu.18.00031Open 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. doi: 10.2478/MSP-2021-0040AbadelAAAlharbiYR.Confinement effectiveness of CFRP strengthened ultra-high performance concrete cylinders exposed to elevated temperatures. . 2021;39: 478–490. doi: 10.2478/MSP-2021-0040Open DOISearch in Google Scholar
Zhai C, Chen L, Fang Q, Chen W, Jiang X. Experimental study of strain rate effects on normal weight concrete after exposure to elevated temperature. Mater Struct. 2017;50: 40.ZhaiCChenLFangQChenWJiangX.Experimental study of strain rate effects on normal weight concrete after exposure to elevated temperature. . 2017;50: 40.Search in Google Scholar
Martins DJ, Correia JR, de Brito J. The effect of high temperature on the residual mechanical performance of concrete made with recycled ceramic coarse aggregates. Fire Mater. 2016;40: 289–304.MartinsDJCorreiaJRde BritoJ.The effect of high temperature on the residual mechanical performance of concrete made with recycled ceramic coarse aggregates. . 2016;40: 289–304.Search in Google Scholar
Abadel AA. Rehabilitation of post-heated rectangular reinforced concrete columns using different strengthening configuration. Struct. Concr. 2023. doi: 10.1002/SUCO.202300521AbadelAA.Rehabilitation of post-heated rectangular reinforced concrete columns using different strengthening configuration. . 2023. doi: 10.1002/SUCO.202300521Open DOISearch in Google Scholar
Khan MS, Abbas H. Performance of concrete subjected to elevated temperature. Eur J Env. Civ En. 2016;20: 532–543.KhanMSAbbasH.Performance of concrete subjected to elevated temperature. . 2016;20: 532–543.Search 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: 2599–2610. doi: 10.1016/j.istruc.2021.05.081AbadelAAKhanMIMasmoudiR.Axial capacity and stiffness of post-heated circular and square columns strengthened with carbon fiber reinforced polymer jackets. . 2021;33: 2599–2610. doi: 10.1016/j.istruc.2021.05.081Open DOISearch in Google Scholar
Abadel AA, Masmoudi R, Iqbal Khan M. Axial behavior of square and circular concrete columns confined with CFRP sheets under elevated temperatures: Comparison with welded-wire mesh steel confinement. Structures. 2022;45: 126–144. doi: 10.1016/J.ISTRUC.2022.09.026AbadelAAMasmoudiRIqbal KhanM.Axial behavior of square and circular concrete columns confined with CFRP sheets under elevated temperatures: Comparison with welded-wire mesh steel confinement. . 2022;45: 126–144. doi: 10.1016/J.ISTRUC.2022.09.026Open DOISearch in Google Scholar
Drzymała T, Jackiewicz-Rek W, Tomaszewski M, Kuś A, Gałaj J, Šukys R. Effects of high temperature on the properties of high performance concrete (HPC). ProcediaEng. 2017;172: 256–263.DrzymałaTJackiewicz-RekWTomaszewskiMKuśAGałajJŠukysR.Effects of high temperature on the properties of high performance concrete (HPC). . 2017;172: 256–263.Search in Google Scholar
Elsanadedy HM. Residual compressive strength of high-strength concrete exposed to elevated temperatures. Adv Mater Sci Eng. 2019.ElsanadedyHM.Residual compressive strength of high-strength concrete exposed to elevated temperatures. . 2019.Search in Google Scholar
Abbas H, Al-Salloum YA, Elsanadedy HM, Ann ATH. Models for prediction of residual strength of HSC after exposure to elevated temperature. Fire Saf J. 2019;106: 13–28.AbbasHAl-SalloumYAElsanadedyHMAnnATH.Models for prediction of residual strength of HSC after exposure to elevated temperature. . 2019;106: 13–28.Search in Google Scholar
Al-Salloum YA, Elsanadedy HM, Abadel AA. Behavior of FRP-confined concrete after high temperature exposure. Constr Build. 2011;25: 838–850. doi: 10.1016/j.conbuildmat.2010.06.103Al-SalloumYAElsanadedyHMAbadelAA.Behavior of FRP-confined concrete after high temperature exposure. . 2011;25: 838–850. doi: 10.1016/j.conbuildmat.2010.06.103Open DOISearch in Google Scholar
Phan LT, Lawson JR, Davis FL. Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete. Mater Struct. 2001 342. 2001;34: 83–91. doi: 10.1007/BF02481556PhanLTLawsonJRDavisFL.Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete. . 2001 342. 2001;34: 83–91. doi: 10.1007/BF02481556Open DOISearch in Google Scholar
Vkr K, Wang TC, Cheng FP. Predicting the fire resistance behaviour of high strength concrete columns. Cem Concr Comp 2004;26: 141–153.VkrKWangTCChengFP.Predicting the fire resistance behaviour of high strength concrete columns. 2004;26: 141–153.Search 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. doi: 10.14359 /51683106AslaniFBastamiM.Constitutive relationships for normal-and high-strength concrete at elevated temperatures. . 2011;108: 355–364. doi: 10.14359 /51683106Open DOISearch in Google Scholar
Abadel A, Abbas H, Albidah A, Almusallam T, Al-Salloum Y. Effectiveness of GFRP strengthening of normal and high strength fiber reinforced concrete after exposure to heating and cooling. Eng Sci Technol an Int J. 2022;36: 101147. doi: 10.1016/J.JESTCH.2022.1011 47AbadelAAbbasHAlbidahAAlmusallamTAl-SalloumY.Effectiveness of GFRP strengthening of normal and high strength fiber reinforced concrete after exposure to heating and cooling. . 2022;36: 101147. doi: 10.1016/J.JESTCH.2022.1011 47Open DOISearch in Google Scholar
Gong W, Ueda T. Basic study on chloride-induced steel corrosion in concrete subjected to heating up to 300°C. J Soc Mater Sci Japan. 2018;67: 738–745. doi: 10.247 2/jsms.67.738GongWUedaT.Basic study on chloride-induced steel corrosion in concrete subjected to heating up to 300°C. . 2018;67: 738–745. doi: 10.247 2/jsms.67.738Open DOISearch in Google Scholar
Choe G, Kim G, Gucunski N, Lee S. Evaluation of the mechanical properties of 200 MPa ultra-high-strength concrete at elevated temperatures and residual strength of column. Constr Build Mater. 2015;86: 159–168.ChoeGKimGGucunskiNLeeS.Evaluation of the mechanical properties of 200 MPa ultra-high-strength concrete at elevated temperatures and residual strength of column. . 2015;86: 159–168.Search in Google Scholar
Lee C, Kee S, Kang J, Choi B, Lee J. Interpretation of impact-echo testing data from a fire-damaged reinforced concrete slab using a discrete layered concrete damage model. Sensors. 2020;20: 5838. doi: 10.3390/s20205838LeeCKeeSKangJChoiBLeeJ.Interpretation of impact-echo testing data from a fire-damaged reinforced concrete slab using a discrete layered concrete damage model. . 2020;20: 5838. doi: 10.3390/s20205838Open DOISearch in Google Scholar
Vu G, Timothy J, Saenger E, Meschke G. Damage identification in concrete using multiscale computational modeling and convolutional neural networks. Pamm. 2021;21. doi: 10.1002/pamm.202100249VuGTimothyJSaengerEMeschkeG.Damage identification in concrete using multiscale computational modeling and convolutional neural networks. . 2021;21. doi: 10.1002/pamm.202100249Open DOISearch in Google Scholar
Li Z, Xu J, Bai E. Static and dynamic mechanical properties of concrete after high temperature exposure. Mater Sci Eng. 2012;544: 27–32.LiZXuJBaiE.Static and dynamic mechanical properties of concrete after high temperature exposure. . 2012;544: 27–32.Search in Google Scholar
Chen L, Fang Q, Jiang X, Ruan Z, Hong J. Combined effects of high temperature and high strain rate on normal weight concrete. Int J Impact Eng. 2016;2015: 25–37.ChenLFangQJiangXRuanZHongJ.Combined effects of high temperature and high strain rate on normal weight concrete. . 2016;2015: 25–37.Search in Google Scholar
Xiao J, Li Z, Xie Q, Shen L. Effect of strain rate on compressive behaviour of high-strength concrete after exposure to elevated temperatures. Fire Saf J. 2016;83: 25–37. doi: 10.1016/J.FIRESAF.2016.04.006XiaoJLiZXieQShenL.Effect of strain rate on compressive behaviour of high-strength concrete after exposure to elevated temperatures. . 2016;83: 25–37. doi: 10.1016/J.FIRESAF.2016.04.006Open DOISearch in Google Scholar
Poon CS, Azhar S, Anson M, Wong YL. Comparison of the strength and durability performance of normaland high-strength pozzolanic concretes at elevated temperatures. Cem Concr Res. 2001;31: 1291–1300. doi: 10.1016/S0008-8846(01)00580-4PoonCSAzharSAnsonMWongYL.Comparison of the strength and durability performance of normaland high-strength pozzolanic concretes at elevated temperatures. . 2001;31: 1291–1300. doi: 10.1016/S0008-8846(01)00580-4Open DOISearch in Google Scholar
Bastami M, Chaboki-Khiabani A, Baghbadrani M, Kordi M. Performance of high strength concretes at elevated temperatures. Sci Iran. 2011;18: 1028–1036. doi: 10.1016/j.scient.2011.09.001BastamiMChaboki-KhiabaniABaghbadraniMKordiM.Performance of high strength concretes at elevated temperatures. . 2011;18: 1028–1036. doi: 10.1016/j.scient.2011.09.001Open DOISearch in Google Scholar
Ning X, Li J, Li Y. An explorative study into the influence of different fibers on the spalling resistance and mechanical properties of self-compacting concrete after exposure to elevated temperatures. Appl Sci. 2022;12: 12779. doi: 10.3390/APP122412779NingXLiJLiY.An explorative study into the influence of different fibers on the spalling resistance and mechanical properties of self-compacting concrete after exposure to elevated temperatures. . 2022;12: 12779. doi: 10.3390/APP122412779Open DOISearch in Google Scholar
Freitas Resende H, Nascimento Arroyo F, Dias Reis E, Chahud E, Ferreira dos Santos H, Tostes Linhares JA, Garcez de Azevedo AR, Christoforo AL, Melgaço Nunes Branco LA. Estimation of physical and mechanical properties of high-strength concrete with polypropylene fibers in high-temperature condition. J Mater Res Technol. 2023;24: 8184–8197. doi: 10.1016/J.JMRT.2 023.05.085Freitas ResendeHNascimento ArroyoFDias ReisEChahudEFerreira dos SantosHTostes LinharesJAGarcez de AzevedoARChristoforoALMelgaço Nunes BrancoLA.Estimation of physical and mechanical properties of high-strength concrete with polypropylene fibers in high-temperature condition. . 2023;24: 8184–8197. doi: 10.1016/J.JMRT.2 023.05.085Open DOISearch in Google Scholar
Bayasi Z, Al Dhaheri M. Effect of exposure to elevated temperature on polypropylene fiber-reinforced concrete. Mater J. 2002;99: 22–26.BayasiZAl DhaheriM.Effect of exposure to elevated temperature on polypropylene fiber-reinforced concrete. . 2002;99: 22–26.Search 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. doi: 10.1016/J.CEMCONRES.2011.11.014BangiMRHoriguchiT.Effect of fibre type and geometry on maximum pore pressures in fibre-reinforced high strength concrete at elevated temperatures. . 2012;42: 459–466. doi: 10.1016/J.CEMCONRES.2011.11.014Open DOISearch in Google Scholar
Novák J, Kohoutková A. Fire response of Hybrid Fiber Reinforced Concrete to High Temperature. Procedia Eng. 2017;172: 784–790. doi: 10.1016/j.proeng.201 7.02.123NovákJKohoutkováA.Fire response of Hybrid Fiber Reinforced Concrete to High Temperature. . 2017;172: 784–790. doi: 10.1016/j.proeng.201 7.02.123Open 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. doi: 10.1016/J.CONB UILDMAT.2017.10.129VaronaFBBaezaFJBruDIvorraS.Influence of high temperature on the mechanical properties of hybrid fibre reinforced normal and high strength concrete. . 2018;159: 73–82. doi: 10.1016/J.CONB UILDMAT.2017.10.129Open DOISearch in Google Scholar
Siddika A, Shojib M, Hossain M, Mamun M, Alyousef R, Amran M. Flexural performance of wire mesh and geotextile-strengthened reinforced concrete beam. Sn Appl Sci. 2019;1. doi: 10.1007/s42452-019-1373-8SiddikaAShojibMHossainMMamunMAlyousefRAmranM.Flexural performance of wire mesh and geotextile-strengthened reinforced concrete beam. . 2019;1. doi: 10.1007/s42452-019-1373-8Open DOISearch in Google Scholar
Dębska A, Gwoździewicz P, Seruga A, Balandraud X, Destrebecq J. The application of ni–ti sma wires in the external prestressing of concrete hollow cylinders. Materials (Basel). 2021;14: 1354. doi: 10.3390/ma1406 1354DębskaAGwoździewiczPSerugaABalandraudXDestrebecqJ.The application of ni–ti sma wires in the external prestressing of concrete hollow cylinders. . 2021;14: 1354. doi: 10.3390/ma1406 1354Open DOISearch in Google Scholar
El-sayed TA. Axial compression behavior of ferrocement geopolymer HSC Columns. Polym. 2021;13: 3789. doi: 10.3390/POLYM13213789El-sayedTA.Axial compression behavior of ferrocement geopolymer HSC Columns. . 2021;13: 3789. doi: 10.3390/POLYM13213789Open DOISearch in Google Scholar
Mourad SM, Shannag MJ. Repair and strengthening of reinforced concrete square columns using ferrocement jackets. Cem. 2012;34: 288–294. doi: 10.1016/j.cemconcomp.2011.09.010MouradSMShannagMJ.Repair and strengthening of reinforced concrete square columns using ferrocement jackets. . 2012;34: 288–294. doi: 10.1016/j.cemconcomp.2011.09.010Open DOISearch in Google Scholar
Elsibaey M, Awadallah Z, Zakaria M, Farghal O. Strengthening of reinforced concrete square columns by means of ferro cement jacket. Jes J Eng Sci. 2020;48(5): 888–909. doi: 10.21608/jesaun.2020.118571ElsibaeyMAwadallahZZakariaMFarghalO.Strengthening of reinforced concrete square columns by means of ferro cement jacket. . 2020;48(5): 888–909. doi: 10.21608/jesaun.2020.118571Open DOISearch in Google Scholar
Eltaly BA, Shaheen YB, EL-boridy AT, Fayed S. Ferrocement composite columns incorporating hollow core filled with lightweight concrete. Eng Struct. 2023;280: 115672. doi: 10.1016/j.engstruct.2023.115672EltalyBAShaheenYBEL-boridyATFayedS.Ferrocement composite columns incorporating hollow core filled with lightweight concrete. . 2023;280: 115672. doi: 10.1016/j.engstruct.2023.115672Open DOISearch in Google Scholar
Alobaidy QNA, Abdulla AI, Al-Mashaykhi M. Shear behavior of hollow ferrocement beam reinforced by steel and fiberglass meshes. Tikrit J Eng Sci. 2022;29: 27–39. doi: 10.25130/tjes.29.4.4AlobaidyQNAAbdullaAIAl-MashaykhiM.Shear behavior of hollow ferrocement beam reinforced by steel and fiberglass meshes. . 2022;29: 27–39. doi: 10.25130/tjes.29.4.4Open DOISearch in Google Scholar
Mabrouk R, Awad M, Abdelkader N, Kassem M. Strengthening of reinforced concrete short columns using ferrocement under axial loading. J Eng Res. 2022;6(3): 32-48. doi: 10.21608/erjeng.2022.154329.1083MabroukRAwadMAbdelkaderNKassemM.Strengthening of reinforced concrete short columns using ferrocement under axial loading. . 2022;6(3): 32–48. doi: 10.21608/erjeng.2022.154329.1083Open DOISearch in Google Scholar
Hadi MN, Algburi AHM, Sheikh MN, Carrigan AT. Axial and flexural behaviour of circular reinforced concrete columns strengthened with reactive powder concrete jacket and fibre reinforced polymer wrapping. Constr Build Mater. 2018;172: 717–727. doi: 10.1016/j.conbuildmat.2018.03.196HadiMNAlgburiAHMSheikhMNCarriganAT.Axial and flexural behaviour of circular reinforced concrete columns strengthened with reactive powder concrete jacket and fibre reinforced polymer wrapping. . 2018;172: 717–727. doi: 10.1016/j.conbuildmat.2018.03.196Open DOISearch in Google Scholar
Kaish ABMA, Jamil M, Raman SN, Zain MFM, Nahar L. Ferrocement composites for strengthening of concrete columns: A review. Constr Build Mater. 2018;160: 326–340. doi: 10.1016/J.CONBUILDMAT.2017.11.054KaishABMAJamilMRamanSNZainMFMNaharL.Ferrocement composites for strengthening of concrete columns: A review. . 2018;160: 326–340. doi: 10.1016/J.CONBUILDMAT.2017.11.054Open DOISearch in Google Scholar
Kondraivendhan B, Pradhan B. Effect of ferrocement confinement on behavior of concrete. Constr Build. 2009;23: 1218–1222.KondraivendhanBPradhanB.Effect of ferrocement confinement on behavior of concrete. . 2009;23: 1218–1222.Search in Google Scholar
Harmathy TZ, Berndt JE. Hydrated Portland cement and lightweight concrete at elevated temperatures. Am Concr Inst. 1966;63: 93–112.HarmathyTZBerndtJE.Hydrated Portland cement and lightweight concrete at elevated temperatures. . 1966;63: 93–112.Search in Google Scholar
ISO. Fire-resistance tests – elements of building construction – part 1: General requirements. 1999. https://www.iso.org/standard/2576.html (accessed December 25, 2021).ISO. . 1999. https://www.iso.org/standard/2576.html (accessed December 25, 2021).Search in Google Scholar
ASTM-C39. Standard Test Method for Compressive Strength of Cylindrical Concrete. West Conshohocken, PA: ASTM International, 2021. https://www.astm.org/c 0039_c0039m-21.html%0Ahttps://www.astm.org/Stand ards/C39ASTM-C39. . West Conshohocken, PA: ASTM International, 2021. https://www.astm.org/c 0039_c0039m-21.html%0Ahttps://www.astm.org/Stand ards/C39Search 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: 345–361. doi: 10.1016/J.CONBUILDMAT.2016.04. 041Al-SalloumYAAlmusallamTHElsanadedyHMIqbalRA.Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques. . 2016;115: 345–361. doi: 10.1016/J.CONBUILDMAT.2016.04. 041Open DOISearch in Google Scholar
Elsanadedy H, Almusallam T, Al-Salloum Y, Iqbal R. Effect of high temperature on structural response of reinforced concrete circular columns strengthened with fiber reinforced polymer composites. J Compos Mater. 2017;51: 333–355. doi: 10.1177/0021998316645171/ASSET/IMAGES/LARGE/10.1177_0021998316645171-FIG20.JPEGElsanadedyHAlmusallamTAl-SalloumYIqbalR.Effect of high temperature on structural response of reinforced concrete circular columns strengthened with fiber reinforced polymer composites. . 2017;51: 333–355. doi: 10.1177/0021998316645171/ASSET/IMAGES/LARGE/10.1177_0021998316645171-FIG20.JPEGOpen DOISearch in Google Scholar
Alshaikh, I. M., Abu Bakar, B. H., Alwesabi, E. A., Abadel, A. A., Alghamdi, H., & Wasim, M.. An Experimental Study on Enhancing Progressive Collapse Resistance Using Steel Fiber-Reinforced Concrete Frame. Journal of Structural Engineering. 2022;148(7): 04022087.AlshaikhI. M.Abu BakarB. H.AlwesabiE. A.AbadelA. A.AlghamdiH.WasimM.. An Experimental Study on Enhancing Progressive Collapse Resistance Using Steel Fiber-Reinforced Concrete Frame. . 2022;148(7): 04022087.Search in Google Scholar
Alwesabi EA, Abu Bakar BH, Alshaikh IMH, Akil HM. Impact resistance of plain and rubberized concrete containing steel and polypropylene hybrid fiber. Mater Today Commun. 2020;25: 101640. doi: 10.1016/J.MT COMM.2020.101640AlwesabiEAAbu BakarBHAlshaikhIMHAkilHM.Impact resistance of plain and rubberized concrete containing steel and polypropylene hybrid fiber. . 2020;25: 101640. doi: 10.1016/J.MT COMM.2020.101640Open 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. doi: 10.1016/J.FIRESAF.2005.11.004XiaoJFalknerH.On residual strength of high-performance concrete with and without polypropylene fibres at elevated temperatures. . 2006;41: 115–121. doi: 10.1016/J.FIRESAF.2005.11.004Open DOISearch in Google Scholar
Alwesabi EAH, Bakar BHA, Alshaikh IMH, Akil HM. Experimental investigation on mechanical properties of plain and rubberised concretes with steel–polypropylene hybrid fibre. Constr Build Mater. 2020;233: 117194. doi: 10.1016/J.CONBUILDMAT.2019.117194AlwesabiEAHBakarBHAAlshaikhIMHAkilHM.Experimental investigation on mechanical properties of plain and rubberised concretes with steel–polypropylene hybrid fibre. . 2020;233: 117194. doi: 10.1016/J.CONBUILDMAT.2019.117194Open DOISearch 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: 823–843. doi: 10.1680/JMACR.15.00276AbadelAAbbasHAlmusallamTAl-SalloumYSiddiquiN.Mechanical properties of hybrid fibre-reinforced concrete – analytical modelling and experimental behaviour. . 2016;68: 823–843. doi: 10.1680/JMACR.15.00276Open DOISearch in Google Scholar