Performance of GFRP-RC precast cap beam to column connections with epoxy-anchored reinforcement: a numerical study
In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam to column connections connected with epoxy-anchored reinforcement (epoxy duct connection). The developed model was initially validated against...
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| Published in | Archives of Civil and Mechanical Engineering Vol. 24; no. 2; p. 131 |
|---|---|
| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
London
Springer London
23.04.2024
Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
| ISSN | 2083-3318 1644-9665 2083-3318 |
| DOI | 10.1007/s43452-024-00946-1 |
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| Abstract | In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam to column connections connected with epoxy-anchored reinforcement (epoxy duct connection). The developed model was initially validated against three experimental results with different anchored GFRP reinforcement considering the effect of reinforcement slippage. Different interaction models for slippage simulation were evaluated and discussed. The validated model was then utilized to investigate the effect of anchored length, bar diameters, anchored reinforcement amount, and the geometry of the connection. The results indicate that an optimum anchored length, equal to 25 times the bar's diameter, should be provided. It was also found that the precast beam-to-column element connection should be designed for a moment capacity at least 25% higher than that of the column section. Moreover, a minimum beam width, depth and beam overhanging length of 1.75, 1.6 and 0.25 times the column width respectively were recommended to be considered in design. The results from this study can provide direct guidelines for the design of precast GFRP-RC cap beam to the column connection with epoxy anchored reinforcement, especially in applications where precast elements need to be erected quickly, a novel method that can accelerate the construction of jetties and bridges. |
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| AbstractList | In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam to column connections connected with epoxy-anchored reinforcement (epoxy duct connection). The developed model was initially validated against three experimental results with different anchored GFRP reinforcement considering the effect of reinforcement slippage. Different interaction models for slippage simulation were evaluated and discussed. The validated model was then utilized to investigate the effect of anchored length, bar diameters, anchored reinforcement amount, and the geometry of the connection. The results indicate that an optimum anchored length, equal to 25 times the bar's diameter, should be provided. It was also found that the precast beam-to-column element connection should be designed for a moment capacity at least 25% higher than that of the column section. Moreover, a minimum beam width, depth and beam overhanging length of 1.75, 1.6 and 0.25 times the column width respectively were recommended to be considered in design. The results from this study can provide direct guidelines for the design of precast GFRP-RC cap beam to the column connection with epoxy anchored reinforcement, especially in applications where precast elements need to be erected quickly, a novel method that can accelerate the construction of jetties and bridges. In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam to column connections connected with epoxy-anchored reinforcement (epoxy duct connection). The developed model was initially validated against three experimental results with different anchored GFRP reinforcement considering the effect of reinforcement slippage. Different interaction models for slippage simulation were evaluated and discussed. The validated model was then utilized to investigate the effect of anchored length, bar diameters, anchored reinforcement amount, and the geometry of the connection. The results indicate that an optimum anchored length, equal to 25 times the bar's diameter, should be provided. It was also found that the precast beam-to-column element connection should be designed for a moment capacity at least 25% higher than that of the column section. Moreover, a minimum beam width, depth and beam overhanging length of 1.75, 1.6 and 0.25 times the column width respectively were recommended to be considered in design. The results from this study can provide direct guidelines for the design of precast GFRP-RC cap beam to the column connection with epoxy anchored reinforcement, especially in applications where precast elements need to be erected quickly, a novel method that can accelerate the construction of jetties and bridges. |
| ArticleNumber | 131 |
| Author | Zhuge, Yan Ma, Xing El-Naqeeb, Mohamed H. Bazli, Milad Hassanli, Reza Manalo, Allan |
| Author_xml | – sequence: 1 givenname: Mohamed H. orcidid: 0000-0002-0573-2978 surname: El-Naqeeb fullname: El-Naqeeb, Mohamed H. organization: UniSA STEM, University of South Australia, School of Engineering and Technology, Badr University in Cairo – sequence: 2 givenname: Reza orcidid: 0000-0001-5855-6405 surname: Hassanli fullname: Hassanli, Reza email: reza.hassanli@unisa.edu.au organization: UniSA STEM, University of South Australia – sequence: 3 givenname: Yan orcidid: 0000-0003-1620-6743 surname: Zhuge fullname: Zhuge, Yan organization: UniSA STEM, University of South Australia – sequence: 4 givenname: Xing orcidid: 0000-0001-5488-5252 surname: Ma fullname: Ma, Xing organization: UniSA STEM, University of South Australia – sequence: 5 givenname: Milad orcidid: 0000-0001-9027-6155 surname: Bazli fullname: Bazli, Milad organization: Faculty of Science and Technology, Charles Darwin University – sequence: 6 givenname: Allan orcidid: 0000-0003-0493-433X surname: Manalo fullname: Manalo, Allan organization: Center for Future Materials, School of Engineering, University of Southern Queensland |
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| Cites_doi | 10.17226/25803 10.1007/s10518-021-01133-w 10.1201/9780367814885 10.1016/j.conbuildmat.2017.07.092 10.1016/j.istruc.2021.08.009 10.1080/13632469.2020.1785356 10.3390/buildings10060099 10.1016/j.istruc.2022.08.034 10.1016/j.compstruct.2016.01.014 10.1016/j.jobe.2022.104013 10.1016/j.engstruct.2022.115514 10.1680/macr.11.00120 10.1016/j.engstruct.2017.12.035 10.1061/JCCOF2.CCENG-3863 10.1016/j.istruc.2020.12.091 10.1016/j.engstruct.2017.05.034 10.1007/s10518-022-01475-z 10.1016/j.compstruct.2018.03.027 10.3390/buildings13020493 10.1016/j.engstruct.2017.05.069 10.1016/j.engstruct.2023.115755 10.1016/j.engstruct.2024.117489 10.1016/j.engstruct.2019.04.091 10.1061/(ASCE)ST.1943-541X.0001972 10.1061/JSENDH.STENG-11950 10.1016/j.istruc.2023.02.122 10.1061/(ASCE)CC.1943-5614.0000685 10.1016/j.compstruct.2021.114540 10.1016/j.istruc.2018.04.001 10.1007/s11043-016-9336-6 10.1016/j.engstruct.2019.02.018 10.1016/j.istruc.2024.106003 10.1016/j.jobe.2022.104033 10.1061/(ASCE)CC.1943-5614.0000220 |
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| Keywords | Bond simulation Precast duct connection Finite element modelling Anchored reinforcement Epoxy Cap beam GFRP |
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| References | ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary. American Concrete Institute 2023. Committee CBuilding code requirements for structural concrete (ACI 318-19) and commentary2019American Concrete Institute Dean G, Crocker L. Comparison of the measured and predicted deformation of an adhesively bonded lap-joint specimen. 2000. Ghanbari-GhazijahaniTHassanliRManaloASmithSTVincentTGravinaRCyclic behavior of Beam-column pocket connections in GFRP-reinforced precast concrete assemblagesJ Compos Constr2023270402210710.1061/JCCOF2.CCENG-3863 Simulia. Simulia. Providence, Rhode Island. 2020. WightJKMacGregorJGReinforced concrete2016Pearson Education UK GooranorimiOClaureGSuarisWNanniABond-slip effect in flexural behavior of GFRP RC slabsCompos Struct2018193808610.1016/j.compstruct.2018.03.027 HassanliRVincentTManaloASmithSTGholampourAGravinaRLarge-scale experimental study on pocket connections in GFRP-reinforced precast concrete framesStructures20213452354110.1016/j.istruc.2021.08.009 ZhangGHanQXuKSongYLiJHeWNumerical analysis and design method of UHPC grouted RC column-footing socket jointsEng Struct202328110.1016/j.engstruct.2023.115755 El-NaqeebMHHassanliRZhugeYMaXManaloANumerical investigation on the behaviour of socket connections in GFRP-reinforced precast concreteEng Struct202430310.1016/j.engstruct.2024.117489 HassanliRVincentTManaloASmithSTGholampourAGravinaRConnections in GFRP reinforced precast concrete framesCompos Struct202127610.1016/j.compstruct.2021.114540 El-NaqeebMHAbdelwahedBSNonlinear finite element investigations on different configurations of exterior beam-column connections with different concrete strengths in column and floorStructures2023501809182610.1016/j.istruc.2023.02.122 Saiidi MS, Mehraein M, Shrestha G, Jordan E, Itani A, Tazarv M et al. 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MadkourHMaherMAliOFinite element analysis for interior slab-column connections reinforced with GFRP bars using damage plasticity modelJ Build Eng20224810.1016/j.jobe.2022.104013 WangZQuHLiTWeiHWangHDuanHQuasi-static cyclic tests of precast bridge columns with different connection details for high seismic zonesEng Struct2018158132710.1016/j.engstruct.2017.12.035 NgoTTPhamTMHaoHChenWSanHNProposed new dry and hybrid concrete joints with GFRP bolts and GFRP reinforcement under cyclic loading: testing and analysisJ Build Eng20224910.1016/j.jobe.2022.104033 de FreitasAMMenonNVKrahlPANumerical and experimental study of the interaction between stirrups and shear strengthening with CFRP in RC beamsEng Struct202327810.1016/j.engstruct.2022.115514 SajediSHuangQReliability-based life-cycle-cost comparison of different corrosion management strategiesEng Struct2019186526310.1016/j.engstruct.2019.02.018 AslaniFJowkarmeimandiRStress–strain model for concrete under cyclic loadingMag Concr Res20126467368510.1680/macr.11.00120 Thorenfeldt E. Mechanical properties of high-strength concrete and applications in design. In: Symposium Proceedings, Utilization of High-Strength Concrete, Norway, 1987. IbrahimAMFahmyMFWuZ3D finite element modeling of bond-controlled behavior of steel and basalt FRP-reinforced concrete square bridge columns under lateral loadingCompos Struct2016143335210.1016/j.compstruct.2016.01.014 ElliottKSPrecast concrete structures2019CRC Press10.1201/9780367814885 CrocePFormichiPLandiFInfluence of reinforcing steel corrosion on life cycle reliability assessment of existing RC buildingsBuildings2020109910.3390/buildings10060099 OtoomOFLokugeWKarunasenaWManaloACOzbakkalogluTThambiratnamDExperimental and numerical evaluation of the compression behaviour of GFRP-wrapped infill materialsCase Stud Constr Mater202115 MadyMEl-RagabyAEl-SalakawyESeismic behavior of beam-column joints reinforced with GFRP bars and stirrupsJ Compos Constr20111587588610.1061/(ASCE)CC.1943-5614.0000220 CaroMJemaaYDirarSQuinnABond performance of deep embedment FRP bars epoxy-bonded into concreteEng Struct201714744845710.1016/j.engstruct.2017.05.069 RezazadehMCarvelliVVeljkovicAModelling bond of GFRP rebar and concreteConstr Build Mater201715310211610.1016/j.conbuildmat.2017.07.092 MorelleXChevalierJBaillyCPardoenTLaniFMechanical characterization and modeling of the deformation and failure of the highly crosslinked RTM6 epoxy resinMech Time-Dependent Mater20172141945410.1007/s11043-016-9336-6 GooranorimiOSuarisWNanniAA model for the bond-slip of a GFRP bar in concreteEng Struct2017146344210.1016/j.engstruct.2017.05.034 ZhaoWJiangKYangYNumerical simulation of bent corner of FRP stirrups with rectangular cross sectionsJ Struct Eng20231490402312010.1061/JSENDH.STENG-11950 HoferLZaniniMAFaleschiniFToskaKPellegrinoCSeismic behavior of precast reinforced concrete column-to-foundation grouted duct connectionsBull Earthq Eng2021195191521810.1007/s10518-021-01133-w 946_CR7 R Hassanli (946_CR10) 2021; 276 Committee C (946_CR32) 2019 R Hassanli (946_CR9) 2021; 34 MH El-Naqeeb (946_CR13) 2024; 61 MH El-Naqeeb (946_CR12) 2024; 303 O Gooranorimi (946_CR21) 2017; 146 S Sajedi (946_CR4) 2019; 186 G Zhang (946_CR29) 2023; 281 W Zhao (946_CR26) 2023; 149 MH El-Naqeeb (946_CR34) 2022; 44 Z Wang (946_CR18) 2022; 26 946_CR41 Z Wang (946_CR16) 2018; 158 AM de Freitas (946_CR40) 2023; 278 BH Tekle (946_CR25) 2016; 20 SK Ghomi (946_CR6) 2019; 191 M Caro (946_CR42) 2017; 147 946_CR27 M Mady (946_CR5) 2011; 15 JK Wight (946_CR31) 2016 TT Ngo (946_CR8) 2022; 49 G Sun (946_CR24) 2023; 13 P Croce (946_CR3) 2020; 10 M Rezazadeh (946_CR23) 2017; 153 KS Elliott (946_CR1) 2019 H Madkour (946_CR20) 2022; 48 MH El-Naqeeb (946_CR28) 2023; 50 X Morelle (946_CR37) 2017; 21 YC Kurama (946_CR2) 2018; 144 F Aslani (946_CR33) 2012; 64 946_CR14 M Tazarv (946_CR15) 2021; 30 M Elchalakani (946_CR36) 2018; 14 T Ghanbari-Ghazijahani (946_CR11) 2023; 27 946_CR30 O Gooranorimi (946_CR22) 2018; 193 AM Ibrahim (946_CR35) 2016; 143 M Zhou (946_CR19) 2022; 20 L Hofer (946_CR17) 2021; 19 946_CR38 OF Otoom (946_CR39) 2021; 15 |
| References_xml | – reference: GhomiSKEl-SalakawyEEffect of joint shear stress on seismic behaviour of interior GFRP-RC beam-column jointsEng Struct201919158359710.1016/j.engstruct.2019.04.091 – reference: WangZWuCLiTXiaoWWeiHQuHExperimental study on the seismic performance of improved grouted corrugated duct connection (GCDC) design for precast concrete bridge columnJ Earthq Eng2022262469249010.1080/13632469.2020.1785356 – reference: ZhouMZhuGSongJZengHLeeGCAn emulative cast-in-place monolithic bridge column assembled with precast segments and UHPC materialsBull Earthq Eng2022206991701410.1007/s10518-022-01475-z – reference: OtoomOFLokugeWKarunasenaWManaloACOzbakkalogluTThambiratnamDExperimental and numerical evaluation of the compression behaviour of GFRP-wrapped infill materialsCase Stud Constr Mater202115 – reference: Saiidi MS, Mehraein M, Shrestha G, Jordan E, Itani A, Tazarv M et al. Proposed AASHTO seismic specifications for ABC column connections, 2020. – reference: El-NaqeebMHEl-MetwallySEAbdelwahedBSPerformance of exterior beam-column connections with innovative bar anchorage schemes: numerical investigationStructures20224453454710.1016/j.istruc.2022.08.034 – reference: ACI CODE-440.11-22: Building Code Requirements for Structural Concrete Reinforced with Glass Fiber-Reinforced Polymer (GFRP) Bars—Code and Commentary. American Concrete Institute 2023. – reference: TekleBHKhennaneAKayaliOBond properties of sand-coated GFRP bars with fly ash–based geopolymer concreteJ Compos Constr2016200401602510.1061/(ASCE)CC.1943-5614.0000685 – reference: HassanliRVincentTManaloASmithSTGholampourAGravinaRConnections in GFRP reinforced precast concrete framesCompos Struct202127610.1016/j.compstruct.2021.114540 – reference: Simulia. Simulia. 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| Snippet | In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam... In this study, a detailed finite element investigation was conducted to evaluate the performance of glass fibre-reinforced polymer (GFRP) RC precast cap beam... |
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| SubjectTerms | Civil Engineering Concrete Corrosion Engineering Epoxy resins Fiber reinforced polymers Glass fiber reinforced plastics Interaction models Mechanical Engineering Original Article Performance evaluation Reinforced concrete Reinforcement Stress concentration Structural Materials Tensile strength |
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| Title | Performance of GFRP-RC precast cap beam to column connections with epoxy-anchored reinforcement: a numerical study |
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