Experiments and numerical simulations of glass fiber reinforced polymers in structural fibers RC members

References

• M. N. Sheikh and F. Legeron, Performance based seismic assessment of bridges designed according to Canadian Highway Bridge Design Code, Can. J. Civ. Eng., vol. 41, no. 9, pp. 777–787, 2014. DOI: 10.1139/cjce-2013-0025.
   Web of Science ®Google Scholar
• A. Raza, A. ur Rehman, B. Masood and I. Hussain, Finite element modelling and theoretical predictions of FRP-reinforced concrete columns confined with various FRP-tubes, Structures, vol. 26, pp. 626–638, 2020., DOI: 10.1016/j.istruc.2020.04.033.
   Web of Science ®Google Scholar
• V. Toufigh, V. Toufigh, H. Saadatmanesh, S. Ahmari and E. Kabiri, Behavior of polymer concrete beam/pile confined with CFRP sleeves, Mech. Adv. Mater. Struct., vol. 26, no. 4, pp. 333–340, 2019. DOI: 10.1080/15376494.2017.1387323.
   Web of Science ®Google Scholar
• A. Raza and Q. u. Z. Khan, Structural behavior of GFRP-reinforced circular HFRC columns under concentric and eccentric loading, Arab. J. Sci. Eng., vol. 46, no. 5, pp. 4239–4252, 2021. DOI: 10.1007/s13369-020-04881-0.
   Web of Science ®Google Scholar
• A. Raza, Q. Khan, and A. Ahmad, Investigation of HFRC columns reinforced with GFRP bars and spirals under concentric and eccentric loadings, Eng. Struct., vol. 227, pp. 111461, 2021. DOI: 10.1016/j.engstruct.2020.111461.
   Web of Science ®Google Scholar
• A. Raza, A. C. Manalo, U. Rafique, O. S. AlAjarmeh, and Q. u. Z. Khan, Concentrically loaded recycled aggregate geopolymer concrete columns reinforced with GFRP bars and spirals, Compos. Struct., vol. 268, pp. 113968, 2021. DOI: 10.1016/j.compstruct.2021.113968.
   Web of Science ®Google Scholar
• A. Raza and U. Rafique, Efficiency of GFRP bars and hoops in recycled aggregate concrete columns: Experimental and numerical study, Compos. Struct., vol. 255, pp. 112986, 2021. DOI: 10.1016/j.compstruct.2020.112986.
   Web of Science ®Google Scholar
• 544.4R, A.C., Guide to Design with Fiber-Reinforced Concrete. Technical Report, ACI, Farmington Hills, MI, 2018.
   Google Scholar
• A. P. Fantilli, Equivalent confinement in HPFRCC columns measured by triaxial test, ACI Mater. J., vol. 108, no. 2, pp. 159–167, 2011.
   Web of Science ®Google Scholar
• P. Paultre, R. Eid, Y. Langlois and Y. Lévesque, Behavior of steel fiber-reinforced high-strength concrete columns under uniaxial compression, J. Struct. Eng., vol. 136, no. 10, pp. 1225–1235, 2010. DOI: 10.1061/(ASCE)ST.1943-541X.0000211.
   Web of Science ®Google Scholar
• V. Chernov, H. Zlotnikov, and M. Shandalov, Structural synthetic fiber-reinforced concrete, Concr. Int., vol. 28, no. 8, pp. 56–61, 2006.
   Google Scholar
• S. Diab, A. Soliman, and M. Nokken, Performance-based design for fiber-reinforced concrete: Potential balancing corrosion risk and strength, J. Mater. Civ. Eng., vol. 32, no. 2, pp. 04019362, 2020. DOI: 10.1061/(ASCE)MT.1943-5533.0003037.
   Web of Science ®Google Scholar
• V. Guerini, A. Conforti, G. Plizzari and S. Kawashima, Influence of steel and macro-synthetic fibers on concrete properties, Fibers, vol. 6, no. 3, pp. 47, 2018., DOI: 10.3390/fib6030047.
   Web of Science ®Google Scholar
• M. N. Hadi, Using fibres to enhance the properties of concrete columns, Constr. Build. Mater., vol. 21, no. 1, pp. 118–125, 2007. DOI: 10.1016/j.conbuildmat.2005.06.028.
   Web of Science ®Google Scholar
• N. Hardy, S. Foster, R. Cox, H. V. Goudarzi and A. Amin, Investigation into the use of macro synthetic fibre reinforced concrete for breakwater armour units, Coastal Eng., vol. 140, pp. 60–71, 2018. DOI: 10.1016/j.coastaleng.2018.06.004.
   Web of Science ®Google Scholar
• H. A. Hasan, M. N. Sheikh, and M. N. Hadi, Maximum axial load carrying capacity of Fibre Reinforced-Polymer (FRP) bar reinforced concrete columns under axial compression. Structures, vol. 19, pp. 227–233, 2019. DOI: 10.1016/j.istruc.2018.12.012.
   Google Scholar
• M. N. Hadi, H. Ahmad, and M. N. Sheikh, Effect of using GFRP reinforcement on the behavior of hollow-core circular concrete columns, J. Compos. Constr., vol. 25, no. 1, pp. 06020003, 2021. DOI: 10.1061/(ASCE)CC.1943-5614.0001103.
   Web of Science ®Google Scholar
• N. ElMessalami, F. Abed, and A. E. Refai, Response of concrete columns reinforced with longitudinal and transverse BFRP bars under concentric and eccentric loading, Compos. Struct., vol. 255, pp. 113057, 2021. DOI: 10.1016/j.compstruct.2020.113057.
   Web of Science ®Google Scholar
• S. Barua and E. El-Salakawy, Performance of GFRP-reinforced concrete circular short columns under concentric, eccentric, and flexural loads, J. Compos. Constr., vol. 24, no. 5, pp. 04020044, 2020. DOI: 10.1061/(ASCE)CC.1943-5614.0001058.
   Web of Science ®Google Scholar
• O. S. AlAjarmeh, A. C. Manalo, B. Benmokrane, W. Karunasena and P. Mendis, Effect of spiral spacing and concrete strength on behavior of GFRP-reinforced hollow concrete columns, J. Compos. Constr., vol. 24, no. 1, pp. 04019054, 2020. DOI: 10.1061/(ASCE)CC.1943-5614.0000987.
   Web of Science ®Google Scholar
• N. Elmesalami, F. Abed, and A. E. Refai, Concrete columns reinforced with GFRP and BFRP bars under concentric and eccentric loads: Experimental testing and analytical investigation, J. Compos. Constr., vol. 25, no. 2, pp. 04021003, 2021. DOI: 10.1061/(ASCE)CC.1943-5614.0001115.
   Web of Science ®Google Scholar
• A. Salah-Eldin, H. M. Mohamed, and B. Benmokrane, Effect of GFRP reinforcement ratio on the strength and effective stiffness of high-strength concrete columns: Experimental and analytical study, J. Compos. Constr., vol. 24, no. 5, pp. 04020055, 2020. DOI: 10.1061/(ASCE)CC.1943-5614.0001068.
   Web of Science ®Google Scholar
• A. Raza and Q. Khan, Experimental and theoretical study of GFRP hoops and spirals in hybrid fiber reinforced concrete short columns, Mater. Struct., vol. 53, no. 6, pp. 1–14, 2020. DOI: 10.1617/s11527-020-01575-9.
   Web of Science ®Google Scholar
• T. A. Hales, C. P. Pantelides, and L. D. Reaveley, Analytical buckling model for slender FRP-reinforced concrete columns, Compos. Struct., vol. 176, pp. 33–42, 2017. DOI: 10.1016/j.compstruct.2017.05.034.
   Web of Science ®Google Scholar
• ABAQUS, ABAQUS, Standard User’s Manual, Version 6.14, Dassault Systemes SIMULIA Corp., Providence, RI, 2014.
   Google Scholar
• M. Elchalakani and G. Ma, Tests of glass fibre reinforced polymer rectangular concrete columns subjected to concentric and eccentric axial loading, Eng. Struct., vol. 151, pp. 93–104, 2017. DOI: 10.1016/j.engstruct.2017.08.023.
   Web of Science ®Google Scholar
• M. Elchalakani, A. Karrech, M. Dong, M. S. M. Ali, and B. Yang, Experiments and finite element analysis of GFRP reinforced geopolymer concrete rectangular columns subjected to concentric and eccentric axial loading, Structures, vol. 14, pp. 273–289, 2018. DOI: 10.1016/j.istruc.2018.04.001.
   Google Scholar
• M. Z. Afifi, H. M. Mohamed, and B. Benmokrane, Axial capacity of circular concrete columns reinforced with GFRP bars and spirals, J. Compos. Constr., vol. 18, no. 1, pp. 04013017, 2014. DOI: 10.1061/(ASCE)CC.1943-5614.0000438.
   Web of Science ®Google Scholar
• H. Tobbi, A. S. Farghaly, and B. Benmokrane, Concrete columns reinforced longitudinally and transversally with glass fiber-reinforced polymer bars, ACI Struct. J., vol. 109, no. 4, pp. 551–558, 2012.
   Web of Science ®Google Scholar
• Z. Zheng and D. Feldman, Synthetic fibre-reinforced concrete, Prog. Polym. Sci., vol. 20, no. 2, pp. 185–210, 1995. DOI: 10.1016/0079-6700(94)00030-6.
   Web of Science ®Google Scholar
• A. M. Alani and D. Beckett, Mechanical properties of a large scale synthetic fibre reinforced concrete ground slab, Constr. Build. Mater., vol. 41, pp. 335–344, 2013. DOI: 10.1016/j.conbuildmat.2012.11.043.
   Web of Science ®Google Scholar
• J.-P. Won, D.-H. Lim, and C.-G. Park, Bond behaviour and flexural performance of structural synthetic fibre-reinforced concrete, Mag. Concr. Res., vol. 58, no. 6, pp. 401–410, 2006. DOI: 10.1680/macr.2006.58.6.401.
   Web of Science ®Google Scholar
• A. Amin, S.J. Foster, R.I. Gilber and W. Kaufmann, Material characterisation of macro synthetic fibre reinforced concrete, Cem. Concr. Compos., vol. 84, pp. 124–133, 2017. DOI: 10.1016/j.cemconcomp.2017.08.018.
   Web of Science ®Google Scholar
• A. J. Babafemi and W. P. Boshoff, Tensile creep of macro-synthetic fibre reinforced concrete (MSFRC) under uni-axial tensile loading, Cem. Concr. Compos., vol. 55, pp. 62–69, 2015. DOI: 10.1016/j.cemconcomp.2014.08.002.
   Web of Science ®Google Scholar
• F. Pelisser, A. B. Neto, H. L. La Rovere and R. C. de Andrade Pinto, Effect of the addition of synthetic fibers to concrete thin slabs on plastic shrinkage cracking, Constr. Build. Mater., vol. 24, no. 11, pp. 2171–2176, 2010. DOI: 10.1016/j.conbuildmat.2010.04.041.
   Web of Science ®Google Scholar
• J. E. Rivera, R. Eid, and P. Paultre, Influence of synthetic fibers on the seismic behavior of reinforced-concrete circular columns, Eng. Struct., vol. 228, pp. 111493, 2021. DOI: 10.1016/j.engstruct.2020.111493.
   Web of Science ®Google Scholar
• L. I. Osorio, P. Paultre, R. Eid and J. Proulx, Seismic behavior of synthetic fiber-reinforced circular columns, ACI Struct. J., vol. 111, no. 1, pp. 189–200, 2014.
   Web of Science ®Google Scholar
• I. Imran, S. Sugiri, and I. Pane, Behaviour of macro synthetic fiber reinforced concrete columns under concentric axial compression, Procedia Eng., vol. 125, pp. 987–994, 2015. DOI: 10.1016/j.proeng.2015.11.152.
   Google Scholar
• A. Noushini, M. Hastings, A. Castel and F. Aslani, Mechanical and flexural performance of synthetic fibre reinforced geopolymer concrete, Constr. Build. Mater., vol. 186, pp. 454–475, 2018. DOI: 10.1016/j.conbuildmat.2018.07.110.
   Web of Science ®Google Scholar
• Y. Shi, T. Swait, and C. Soutis, Modelling damage evolution in composite laminates subjected to low velocity impact, Compos. Struct., vol. 94, no. 9, pp. 2902–2913, 2012. DOI: 10.1016/j.compstruct.2012.03.039.
   Web of Science ®Google Scholar
• A. Raza, Q. Khan, and A. Ahmad, Reliability analysis of proposed capacity equation for predicting the behavior of steel-tube concrete columns confined with CFRP sheets, Comput. Concr., vol. 25, no. 5, pp. 383–400, 2020.
   Web of Science ®Google Scholar
• J.-P. Latham, E. Anastasaki, and J. Xiang, New modelling and analysis methods for concrete armour unit systems using FEMDEM, Coastal Eng., vol. 77, pp. 151–166, 2013. DOI: 10.1016/j.coastaleng.2013.03.001.
   Web of Science ®Google Scholar
• T. I. Altanopoulos, I. G. Raftoyiannis, and D. Polyzois, Finite element method for the static behavior of tapered poles made of glass fiber reinforced polymer, Mech. Adv. Mater. Struct., pp. 1–10, 2020. DOI: 10.1080/15376494.2020.1717691.
   Web of Science ®Google Scholar
• H. C. Biscaia, C. Chastre, C. Silva and N. Franco, Mechanical response of anchored FRP bonded joints: A nonlinear analytical approach, Mech. Adv. Mater. Struct., vol. 25, no. 3, pp. 238–252, 2018. DOI: 10.1080/15376494.2016.1255812.
   Web of Science ®Google Scholar
• M. Emadi, H. Beheshti, and M. Heidari-Rarani, Thickness effect study on the crushing characteristics of aluminum and composite tubes: Numerical analysis and multi-objective optimization, Mech. Adv. Mater. Struct., pp. 1–10, 2020. DOI: 10.1080/15376494.2020.1747667.
   Web of Science ®Google Scholar
• G. Turvey and Y. Zhang, A computational and experimental analysis of the buckling, postbuckling and initial failure of pultruded GRP columns, Comput. Struct., vol. 84, no. 22–23, pp. 1527–1537, 2006. DOI: 10.1016/j.compstruc.2006.01.028.
   Web of Science ®Google Scholar
• A. Raza, Q. U. Z. Khan, and A. Ahmad, Numerical investigation of load-carrying capacity of GFRP-reinforced rectangular concrete members using CDP model in ABAQUS, Adv. Civ. Eng., vol. 2019, pp. 1–21, 2019. DOI: 10.1155/2019/1745341.
   Web of Science ®Google Scholar
• M. Elchalakani, M. Dong, A. Karrech, G. Li, A. Ms Mohamed, and B. Yang, Testing and modelling of geopolymer concrete members with fibreglass reinforcement, Proc. Inst. Civil Eng. Struct. Build., vol. 174, pp. 1–41, 2019.
   Web of Science ®Google Scholar
• N. F. Hany, E. G. Hantouche, and M. H. Harajli, Finite element modeling of FRP-confined concrete using modified concrete damaged plasticity, Eng. Struct., vol. 125, pp. 1–14, 2016. DOI: 10.1016/j.engstruct.2016.06.047.
   Web of Science ®Google Scholar
• L. Ali, A. Nawaz, Y. Bai, A. Raza, M. K. Anwar, S.A. Raheel Shah and S.S. Raza, Numerical simulations of GFRP-reinforced columns having polypropylene and polyvinyl alcohol fibers, Complexity, vol. 2020, pp. 1–14, 2020. DOI: 10.1155/2020/8841795.
   Web of Science ®Google Scholar
• Y. Chi, M. Yu, L. Huang, and L. Xu, Finite element modeling of steel-polypropylene hybrid fiber reinforced concrete using modified concrete damaged plasticity, Eng. Struct., vol. 148, pp. 23–35, 2017. DOI: 10.1016/j.engstruct.2017.06.039.
   Web of Science ®Google Scholar
• ASTM, Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars, ASTM D7205/D7205M, ASTM, West Conshohocken, PA, 2016.
   Google Scholar
• ASTM, Standard Test Method for Compressive Properties of Rigid Plastics, ASTM D695, ASTM, West Conshohocken, PA, 2015.
   Google Scholar
• ASTM-C150/C150M-18, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA, 2018.
   Google Scholar
• ASTM/C143, Standard Test Method for Slump of Hydraulic Cement Concrete, ASTM International, West Conshohocken, PA, 2005.
   Google Scholar
• G. Maranan, A. C. Manalo, B. Benmokrane, W. Karunasena, and P. Mendis, Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars, Eng. Struct., vol. 117, pp. 422–436, 2016. DOI: 10.1016/j.engstruct.2016.03.036.
   Web of Science ®Google Scholar
• M. H. El Ouni and A. Raza, Data-driven analysis of concrete-filled steel-tube CFRP-confined NSC columns, Mech. Adv. Mater. Struct., pp. 1–22, 2021. DOI: 10.1080/15376494.2021.1961953.
   Web of Science ®Google Scholar
• Y. Chi, L. Xu, and H. S. Yu, Plasticity model for hybrid fiber-reinforced concrete under true triaxial compression, J. Eng. Mech., vol. 140, no. 2, pp. 393–405, 2014. DOI: 10.1061/(ASCE)EM.1943-7889.0000659.
   Web of Science ®Google Scholar
• M. Guérin, H. M. Mohamed, B. Benmokrane, A. Nanni and C. K. Shield, Eccentric behavior of full-scale reinforced concrete columns with glass fiber-reinforced polymer bars and ties, ACI Struct. J., vol. 115, no. 2, pp. 489–499, 2018. DOI: 10.14359/51701107.
   Web of Science ®Google Scholar
• J. Lubliner, J. Oliver, S. Oller, and E. Oñate, A plastic-damage model for concrete, Int. J. Solids Struct., vol. 25, no. 3, pp. 299–326. 1989.
   Web of Science ®Google Scholar
• J. Wang and Y. Chen, ABAQUS Application in Civil Engineering, Zhejiang University Press, China, 2006.
   Google Scholar
• Z. Huang and J. Y. R. Liew, Nonlinear finite element modelling and parametric study of curved steel-concrete-steel double skin composite panels infilled with ultra-lightweight cement composite, Constr. Build. Mater., vol. 95, pp. 922–938, 2015. DOI: 10.1016/j.conbuildmat.2015.07.134.
   Web of Science ®Google Scholar
• J. Zhou, Q. Q. Du, M. L. Yuan, and G. X. Li, Experimental study on compressive mechanical properties of GFRP rebars, J. Hohai Univ. (Nat. Sci.), vol. 4, pp. 542–545, 2008.
   Google Scholar
• K. Barth and H. Wu, Efficient nonlinear finite element modeling of slab on steel stringer bridges, Finite Elem. Anal. Des., vol. 42, no. 14–15, pp. 1304–1313, 2006. DOI: 10.1016/j.finel.2006.06.004.
   Web of Science ®Google Scholar
• H. M. U. Aslam, Q. u. Z. Khan, A. Sami, and A. Raza, Axial compressive behavior of damaged steel and GFRP bars reinforced concrete columns retrofitted with CFRP laminates, Compos. Struct., vol. 258, pp. 113206, 2021. DOI: 10.1016/j.compstruct.2020.113206.
   Web of Science ®Google Scholar
• S. K. Cho and Y. I. Kim, Effects steel fibres on short beams loaded in shear, ACI Struct. J., vol. 100, no. 79, pp. 765–774, 2003.
   Google Scholar
• A. Ahmad, Q. u. Z. Khan, and A. Raza, Reliability analysis of strength models for CFRP-confined concrete cylinders, Compos. Struct., vol. 244, pp. 112312, 2020. DOI: 10.1016/j.compstruct.2020.112312.
   Web of Science ®Google Scholar
• M. N. Hadi, H. Karim, and M. N. Sheikh, Experimental investigations on circular concrete columns reinforced with GFRP bars and helices under different loading conditions, J. Compos. Constr., vol. 20, no. 4, pp. 04016009, 2016. DOI: 10.1061/(ASCE)CC.1943-5614.0000670.
   Web of Science ®Google Scholar
• M. Elchalakani, M. Dong, A. Karrech, G. Li, M. S. Mohamed Ali, and B. Yang, Experimental investigation of rectangular air-cured geopolymer concrete columns reinforced with GFRP bars and stirrups, J. Compos. Constr., vol. 23, no. 3, pp. 04019011, 2019. DOI: 10.1061/(ASCE)CC.1943-5614.0000938.
   Web of Science ®Google Scholar