This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Li L, Khan M, Jiang X, Shakor P, Zhang Y. Editorial sustainable fiber reinforced cementitious composites for construction building materials. Front Mater. 2023;10:1–2. Available from: https://doi.org/10.3389/fmats.2023.1237960.LiLKhanMJiangXShakorPZhangY.Editorial sustainable fiber reinforced cementitious composites for construction building materials..2023;10:1–2. Available from: https://doi.org/10.3389/fmats.2023.1237960.Open DOISearch in Google Scholar
Shakor, P. N., & Pimplikar, S. S.. Glass fibre reinforced concrete use in construction. (2011). Int. J. Technol. Eng. Syst, 2(2), 6.ShakorP. N. & PimplikarS. S..Glass fibre reinforced concrete use in construction. (2011).,2(2),6.Search in Google Scholar
Abbas H, Almusallam T, Al-Salloum Y, Siddiqui N, Abadel A. TRM versus FRP as strengthening material for improving impact resistance of RC slabs. (2016). Available from: https://doi.org/10.1115/OMAE2016-54737.AbbasHAlmusallamTAl-SalloumYSiddiquiNAbadelA.. (2016). Available from: https://doi.org/10.1115/OMAE2016-54737.Open DOISearch in Google Scholar
Al-Nimry HS, Ghanem AM. FRP confinement of heatdamaged circular RC columns. Int J Concr Struct Mater. 2017;11:115–133. Available from: https://doi.org/10.1007/S40069-016-0181-4/FIGURES/14.Al-NimryHSGhanemAM.FRP confinement of heatdamaged circular RC columns..2017;11:115–133. Available from: https://doi.org/10.1007/S40069-016-0181-4/FIGURES/14.Open DOISearch in Google Scholar
Mohamed OA, Kewalramani M, Khattab R. Fiber reinforced polymer laminates for strengthening of RC slabs against punching shear: a review. Polymers (Basel). 2020;12:685. Available from: https://doi.org/10.3390/polym12030685.MohamedOAKewalramaniMKhattabR.Fiber reinforced polymer laminates for strengthening of RC slabs against punching shear: a review..2020;12:685. Available from: https://doi.org/10.3390/polym12030685.Open DOISearch in Google Scholar
Dias SJE, Barros JAO. Shear strengthening of RC beams with NSM CFRP laminates: Experimental research and analytical formulation. Compos Struct. 2013;99:477–490. Available from: https://doi.org/10.1016/J.COMPSTRUCT.2012.09.026.DiasSJEBarrosJAO.Shear strengthening of RC beams with NSM CFRP laminates: Experimental research and analytical formulation..2013;99:477–490. Available from: https://doi.org/10.1016/J.COMPSTRUCT.2012.09.026.Open DOISearch in Google Scholar
Shakor P, Nejadi S, Gowripalan N. Effect of heat curing and E6-Glass Fibre reinforcement addition on powder-based 3DP cement mortar. RILEM Bookseries. 2020;28:508–515. Available from: https://doi.org/10.1007/978-3-030-49916-7_52/FIGURES/4.ShakorPNejadiSGowripalanN.Effect of heat curing and E6-Glass Fibre reinforcement addition on powder-based 3DP cement mortar..2020;28:508–515. Available from: https://doi.org/10.1007/978-3-030-49916-7_52/FIGURES/4.Open DOISearch in Google Scholar
Tahwia AM, Noshi A, Abdellatief M, Matthana MH. Experimental investigation of rubberized concrete slab-on-grade containing tire-recycled steel fibers. Innov Infrastruct Solut. 2024;9:1–16. Available from: https: //doi.org/10.1007/S41062-023-01354-9/FIGURES/15.TahwiaAMNoshiAAbdellatiefMMatthanaMH.Experimental investigation of rubberized concrete slab-on-grade containing tire-recycled steel fibers..2024;9:1–16. Available from: https: //doi.org/10.1007/S41062-023-01354-9/FIGURES/15.Open DOISearch in Google Scholar
Abadel A, Alenzi S, Almusallam T, Abbas H, Al-Salloum Y. Shear behavior of self-consolidating concrete deep beams reinforced with hybrid of steel and GFRP bars. Ain Shams Eng J. 2023. Available from: https://doi.org/10.1016/j.asej.2023.102136.AbadelAAlenziSAlmusallamTAbbasHAl-SalloumY.Shear behavior of self-consolidating concrete deep beams reinforced with hybrid of steel and GFRP bars..2023. Available from: https://doi.org/10.1016/j.asej.2023.102136.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. Available from: https://doi.org/10.1016/J.ISTRUC.2023.02.004.AbadelAAAbbasHAlshaikhIMHsennahKTuladharRAltheebAAlamriM.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. Available from: https://doi.org/10.1016/J.ISTRUC.2023.02.004.Open DOISearch in Google Scholar
Abadel A, Abbas H, Almusallam T, Alshaikh IMH, Khawaji M, Alghamdi H, Salah AA. Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams. Case Stud Constr Mater. 2022;16:e01103. Available from: https://doi.org/10.1016/J.CSCM.2022.E01103.AbadelAAbbasHAlmusallamTAlshaikhIMHKhawajiMAlghamdiHSalahAA.Experimental study of shear behavior of CFRP strengthened ultra-high-performance fiber-reinforced concrete deep beams..2022;16:e01103. Available from: https://doi.org/10.1016/J.CSCM.2022.E01103.Open DOISearch in Google Scholar
Akkaya HC, Aydemir C, Arslan G. Evaluation of shear behavior of short-span reinforced concrete deep beams strengthened with fiber reinforced polymer strips. Eng Struct. 2024;299:117145. Available from: https://doi.org/https://doi.org/10.1016/j.engstruct.2023.117145.AkkayaHCAydemirCArslanG.Evaluation of shear behavior of short-span reinforced concrete deep beams strengthened with fiber reinforced polymer strips..2024;299:117145. Available from: https://doi.org/https://doi.org/10.1016/j.engstruct.2023.117145.Open DOISearch in Google Scholar
Islam MR, Mansur MA, Maalej M. Shear strengthening of RC deep beams using externally bonded FRP systems. Cem Concr Compos. 2005 Mar 1;3. Available from: https://doi.org/10.1016/j.cemconcomp.2004.04.002.IslamMRMansurMAMaalejM.Shear strengthening of RC deep beams using externally bonded FRP systems..2005Mar1;3. Available from: https://doi.org/10.1016/j.cemconcomp.2004.04.002.Open DOISearch in Google Scholar
Colotti V. Mechanical shear strength model for reinforced concrete beams strengthened with FRP materials. Constr Build Mater. 2016 Oct 15;855–865. Available from: https://doi.org/10.1016/j.conbuildmat.2016.07.146.ColottiV.Mechanical shear strength model for reinforced concrete beams strengthened with FRP materials..2016Oct15;855–865. Available from: https://doi.org/10.1016/j.conbuildmat.2016.07.146.Open DOISearch in Google Scholar
Elsanadedy HM, Al-Salloum YA, Almusallam TH, Alshenawy AO, Abbas H. Experimental and numerical study on FRP-upgraded RC beams with large rectangular web openings in shear zones. Constr Build Mater. 2019;194:322–343. Available from: https://doi. org/https://doi.org/10.1016/j.conbuildmat.2018.10.238.ElsanadedyHMAl-SalloumYAAlmusallamTHAlshenawyAOAbbasH.Experimental and numerical study on FRP-upgraded RC beams with large rectangular web openings in shear zones..2019;194:322–343. Available from: https://doi.org/https://doi.org/10.1016/j.conbuildmat.2018.10.238.Open DOISearch in Google Scholar
Li W, Leung CK. Shear span–depth ratio effect on behavior of RC beam shear strengthened with fullwrapping FRP strip. J Compos Constr. 2015 Oct 15;20. Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000627.LiWLeungCK.Shear span–depth ratio effect on behavior of RC beam shear strengthened with fullwrapping FRP strip..2015Oct15;20. Available from: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000627.Open DOISearch in Google Scholar
Adhikary BB, Mutsuyoshi H. Behavior of concrete beams strengthened in shear with carbon-fiber sheets. J Compos Constr. 2004;8:258–264. Available from: https: //doi.org/10.1061/(ASCE)1090-0268(2004)8:3(258).AdhikaryBBMutsuyoshiH.Behavior of concrete beams strengthened in shear with carbon-fiber sheets..2004;8:258–264. Available from: https://doi.org/10.1061/(ASCE)1090-0268(2004)8:3(258).Open DOISearch in Google Scholar
Albidah A, Abadel A, Abbas H, Almusallam T, Al-Salloum Y. Experimental and analytical study of strengthening schemes for shear deficient RC deep beams. Constr Build Mater. 2019;216:673–686. Available from: https://doi.org/10.1016/j.conbuildmat.2019.05.024.AlbidahAAbadelAAbbasHAlmusallamTAl-SalloumY.Experimental and analytical study of strengthening schemes for shear deficient RC deep beams..2019;216:673–686. Available from: https://doi.org/10.1016/j.conbuildmat.2019.05.024.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 ultrahigh performance concrete (UHPC) layer. Compos Part B Eng. 2020;186:107834. Available from: https://doi.org/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 ultrahigh performance concrete (UHPC) layer..2020;186:107834. Available from: https://doi.org/https://doi.org/10.1016/j.compositesb.2020.107834.Open DOISearch in Google Scholar
T.T.P.D.’ Thesis. Hokkaido University; Sapporo, Japan, Shear resisting mechanism of reinforced concrete beams with CFS as shear reinforcement, 2012.T.T.P.D.’ Thesis.Hokkaido University;Sapporo, Japan,,2012.Search in Google Scholar
Hanoon AN, Jaafar MS, Hejazi F, Aziz FN. Strut-and-tie model for externally bonded CFRP-strengthened reinforced concrete deep beams based on particle swarm optimization algorithm: CFRP debonding and rupture. Constr Build Mater. 2017 Aug 30;428–447. Available from: https://doi.org/10.1016/j.conbuildmat.2017.04.094.HanoonANJaafarMSHejaziFAzizFN.Strut-and-tie model for externally bonded CFRP-strengthened reinforced concrete deep beams based on particle swarm optimization algorithm: CFRP debonding and rupture..2017Aug30;428–447. Available from: https://doi.org/10.1016/j.conbuildmat.2017.04.094.Open DOISearch in Google Scholar
Abadel AA, Albidah AS. Investigation of shear reinforcement schemes for RC deep beams. Arab J Sci Eng. 2021;46:4747–4763. Available from: https://doi.org/10.1007/s13369-020-05123-z.AbadelAAAlbidahAS.Investigation of shear reinforcement schemes for RC deep beams..2021;46:4747–4763. Available from: https://doi.org/10.1007/s13369-020-05123-z.Open DOISearch in Google Scholar
Abbas H, Almusallam T, Abadel A, Alenzi S, Al-Salloum Y. Shear strength of functionally graded self-compacting concrete deep beams reinforced with steel and GFRP bars. Case Stud Constr Mater. 2023:e01872. Available from: https://doi.org/10.1016/j.cscm.2023.e01872.AbbasHAlmusallamTAbadelAAlenziSAl-SalloumY.Shear strength of functionally graded self-compacting concrete deep beams reinforced with steel and GFRP bars..2023:e01872. Available from: https://doi.org/10.1016/j.cscm.2023.e01872.Open DOISearch in Google Scholar
Alqarni AS, Albidah AS, Abadel AA. Shear performance of reinforced concrete deep beams using different coarse aggregates under the effect of elevated temperatures. Case Stud Constr Mater. 2022;16:e01087. Available from: https://doi.org/10.1016/j.cscm.2022.e01087.AlqarniASAlbidahASAbadelAA.Shear performance of reinforced concrete deep beams using different coarse aggregates under the effect of elevated temperatures..2022;16:e01087. Available from: https://doi.org/10.1016/j.cscm.2022.e01087.Open DOISearch in Google Scholar
Emara M, Barris C, Baena M, Torres L, Barros J. Bond behavior of NSM CFRP laminates in concrete under sustained loading. Constr Build Mater. 2018;177:237–246. Available from: https://doi.org/10.1016/j.conbuildmat.2018.05.050.EmaraMBarrisCBaenaMTorresLBarrosJ.Bond behavior of NSM CFRP laminates in concrete under sustained loading..2018;177:237–246. Available from: https://doi.org/10.1016/j.conbuildmat.2018.05.050.Open DOISearch in Google Scholar
Barros JAO, Dias SJE, Baghi H, Ventura-Gouveia A. New shear strengthening configurations of near-surfacemounted CFRP laminates for RC beams. ACI Struct J. 2016;113:1275–1287. Available from: https://doi.org/10.14359/51689029.BarrosJAODiasSJEBaghiHVentura-GouveiaA.New shear strengthening configurations of near-surfacemounted CFRP laminates for RC beams..2016;113:1275–1287. Available from: https://doi.org/10.14359/51689029.Open DOISearch in Google Scholar
Jedrzejko MJ, Zhang SS, Ke Y, Fernando D, Nie XF. Shear strengthening of RC beams with NSM FRP. I: Review of strength models. Adv Struct Eng. 2022;26:564–586. Available from: https://doi.org/10.1177/13694332221125832.JedrzejkoMJZhangSSKeYFernandoDNieXF.Shear strengthening of RC beams with NSM FRP. I: Review of strength models..2022;26:564–586. Available from: https://doi.org/10.1177/13694332221125832.Open DOISearch in Google Scholar
Chalioris CE, Kosmidou PMK, Papadopoulos NA. Investigation of a new strengthening technique for RC deep beams using carbon FRP ropes as transverse reinforcements. Fibers. 2018;6. Available from: https://doi.org/10.3390/fib6030052.ChaliorisCEKosmidouPMKPapadopoulosNA.Investigation of a new strengthening technique for RC deep beams using carbon FRP ropes as transverse reinforcements..2018;6. Available from: https://doi.org/10.3390/fib6030052.Open DOISearch in Google Scholar
Mukhtar F, Deifalla A. Shear strength of FRP reinforced deep concrete beams without stirrups: Test database and a critical shear crack-based model. Compos Struct. 2023;307:116636. Available from: https://doi.org/https://doi.org/10.1016/j.compstruct.2022.116636.MukhtarFDeifallaA.Shear strength of FRP reinforced deep concrete beams without stirrups: Test database and a critical shear crack-based model..2023;307:116636. Available from: https://doi.org/https://doi.org/10.1016/j.compstruct.2022.116636.Open DOISearch in Google Scholar
ABAQUS. User Assistance. Dassault Systèmes Simulia Corporation, Providence, Rhode Island, USA., 2019., (2019).ABAQUS..Dassault Systèmes Simulia Corporation, Providence,Rhode Island, USA.,2019.,(2019).Search in Google Scholar
Alshaikh, I. M., Abadel, A. A., Sennah, K., Nehdi, M. L., Tuladhar, R., & Alamri, M.. Progressive Collapse Resistance of RC Beam–Slab Substructures Made with Rubberized Concrete . Buildings, 2022;12:10. Available from: https://doi.org/10.3390/buildings12101724.AlshaikhI. M.AbadelA. A.SennahK.NehdiM. L.TuladharR. & AlamriM..Progressive Collapse Resistance of RC Beam–Slab Substructures Made with Rubberized Concrete.,2022;12:10. Available from: https://doi.org/10.3390/buildings12101724.Open DOISearch in Google Scholar
Alshaikh IMH, Bakar BHA, Alwesabi EAH, Zeyad AM, Magbool HM. Finite element analysis and experimental validation of progressive collapse of reinforced rubberized concrete frame. Structures. 2021;33:2361–2373. Available from: https://doi.org/10.1016/J.ISTRUC.2021.06.008.AlshaikhIMHBakarBHAAlwesabiEAHZeyadAMMagboolHM.Finite element analysis and experimental validation of progressive collapse of reinforced rubberized concrete frame..2021;33:2361–2373. Available from: https://doi.org/10.1016/J.ISTRUC.2021.06.008.Open DOISearch in Google Scholar
Altheeb A, Alshaikh IMH, Abadel A, Nehdi M, Alghamdi H. Effects of Non-Structural Walls on Mitigating the Risk of Progressive Collapse of RC Structures. Lat Am J Solids Struct. 2022;19:1-18. e440. Available from: https://doi.org/10.1590/1679-78257023.AltheebAAlshaikhIMHAbadelANehdiMAlghamdiH.Effects of Non-Structural Walls on Mitigating the Risk of Progressive Collapse of RC Structures..2022;19:1-18.e440. Available from: https://doi.org/10.1590/1679-78257023.Open DOISearch in Google Scholar
Hognestad E. Study of combined bending and axial load in reinforced concrete members. University of Illinois at Urbana Champaign, College of Engineering, 1951.HognestadE..University of Illinois at Urbana Champaign, College of Engineering,1951.Search in Google Scholar
Stoner JG, Polak MA. Finite element modelling of GFRP reinforced concrete beams. Comput Concr. 2020;25:369–382. Available from: https://doi.org/10. 12989/CAC.2020.25.4.369.StonerJGPolakMA.Finite element modelling of GFRP reinforced concrete beams..2020;25:369–382. Available from: https://doi.org/10. 12989/CAC.2020.25.4.369.Open DOISearch in Google Scholar
Wang T, Hsu TTC. Nonlinear finite element analysis of concrete structures using new constitutive models. Comput Struct. 2001;79:2781–2791. https://doi.org/10. 1016/S0045-7949(01)00157-2.WangTHsuTTC.Nonlinear finite element analysis of concrete structures using new constitutive models..2001;79:2781–2791. https://doi.org/10. 1016/S0045-7949(01)00157-2.Open DOISearch in Google Scholar
Titoum, M., Tehami, M., Achour, B., & Jaspart, J. P.. Analysis of semi-continuous composite beams with partial shear connection using 2-D finite element approach. Asian J Appl Sci. 2008;1:185–205. https://doi.org/10.3923/ajaps.2008.185.205.TitoumM.TehamiM.AchourB. & JaspartJ. P..Analysis of semi-continuous composite beams with partial shear connection using 2-D finite element approach..2008;1:185–205. https://doi.org/10.3923/ajaps.2008.185.205.Open DOISearch in Google Scholar
Seleem MH, Sharaky IA, Sallam HEM. Flexural behavior of steel beams strengthened by carbon fiber reinforced polymer plates – Three dimensional finite element simulation. Mater Des. 2010;31:1317–1324. https: //doi.org/10.1016/J.MATDES.2009.09.010.SeleemMHSharakyIASallamHEM.Flexural behavior of steel beams strengthened by carbon fiber reinforced polymer plates – Three dimensional finite element simulation..2010;31:1317–1324. https: //doi.org/10.1016/J.MATDES.2009.09.010.Open DOISearch in Google Scholar
Vilanova I, Torres L, Baena M, Llorens M. Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements. Compos Struct. 2016;153:504–513. https://doi.org/10.1016/J.COMPSTRUCT.2016.06.048.VilanovaITorresLBaenaMLlorensM.Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements..2016;153:504–513. https://doi.org/10.1016/J.COMPSTRUCT.2016.06.048.Open DOISearch in Google Scholar
Alharthi YM, . Flexural response and load capacity of reinforced concrete beams strengthened with reinforced mortar layer. Eng Struct. 2021;245:11. https://doi.org/10.1016/j.engstruct.2021.112884.AlharthiYM.Flexural response and load capacity of reinforced concrete beams strengthened with reinforced mortar layer..2021;245:11. https://doi.org/10.1016/j.engstruct.2021.112884.Open DOISearch in Google Scholar
Elsanadedy HM, Almusallam TH, Alsayed SH, Al-Salloum YA. Flexural strengthening of RC beams using textile reinforced mortar – Experimental and numerical study. Compos Struct. 2013;97:40–55. https://doi.org/ https://doi.org/10.1016/j.compstruct.2012.09.053.ElsanadedyHMAlmusallamTHAlsayedSHAl-SalloumYA.Flexural strengthening of RC beams using textile reinforced mortar – Experimental and numerical study..2013;97:40–55. https://doi.org/ https://doi.org/10.1016/j.compstruct.2012.09.053.Open DOISearch in Google Scholar
Sharaky IA, Baena M, Barris C, Sallam HEM, Torres L. Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study. Eng Struct. 2018;173:987–1001. https://doi.org/10.1016/J.ENGSTRUCT.2018.07.062.SharakyIABaenaMBarrisCSallamHEMTorresL.Effect of axial stiffness of NSM FRP reinforcement and concrete cover confinement on flexural behaviour of strengthened RC beams: Experimental and numerical study..2018;173:987–1001. https://doi.org/10.1016/J.ENGSTRUCT.2018.07.062.Open DOISearch in Google Scholar
Abdo A, . Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars. Case Stud Constr Mater. 2023;18:e02.AbdoA.Effect of main and NSM reinforcing materials on the behavior of the shear strengthened RC beams with NSM reinforced HSC layers and bars..2023;18:e02.Search in Google Scholar
Shakor P, Gowripalan N, Rasouli H. Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP. Arch Civ Mech Eng. 2021;21:1–16. https://doi.org/10.1007/S43452-021-00209-3/METRICS.ShakorPGowripalanNRasouliH.Experimental and numerical analysis of 3D printed cement mortar specimens using inkjet 3DP..2021;21:1–16. https://doi.org/10.1007/S43452-021-00209-3/METRICS.Open DOISearch in Google Scholar
Banjara NK, Ramanjaneyulu K. Experimental and numerical study on behaviour of HSFRC overlay strip strengthened flexural deficient RC beams. Eng Struct. 2019;198:109561. https://doi.org/10.1016/J.ENGSTRUCT.2019.109561.BanjaraNKRamanjaneyuluK.Experimental and numerical study on behaviour of HSFRC overlay strip strengthened flexural deficient RC beams..2019;198:109561. https://doi.org/10.1016/J.ENGSTRUCT.2019.109561.Open DOISearch in Google Scholar