Browse > Article
http://dx.doi.org/10.12989/scs.2021.41.1.099

Investigation of FRP-reinforced recycled concrete compressive members: Experimental and theoretical analysis  

Ali, Liaqat (College of Civil Engineering & Architecture, Zhejiang University)
Ouni, Mohamed Hechmi El (Department of Civil Engineering, College of Engineering, King Khalid University)
Raza, Ali (Department of Civil Engineering, University of Engineering and Technology)
Kahla, Nabil Ben (Department of Civil Engineering, College of Engineering, King Khalid University)
Publication Information
Steel and Composite Structures / v.41, no.1, 2021 , pp. 99-113 More about this Journal
Abstract
This study aims to investigate the structural performance of glass fiber reinforced polymer (GFRP) reinforced recycled aggregate concrete (RAC) columns (GFRAC columns) under different loading conditions. The structural performance of GFRAC columns is compared with steel rebars reinforced recycled aggregate concrete columns (STRAC columns). Eighteen samples with geometric measurements of 250 mm and 1150 mm for diameter and height, correspondingly, were fabricated including nine samples with GFRP rebars and hoops and nine samples with steel rebars and hoops. The results depicted that the average axial load-carrying capacity of GFRAC columns was 7.8% lesser than that of STRAC columns. The GFRAC columns presented larger deformation capacity indices. Both GFRAC and STRAC columns depicted similar damage behavior and portrayed substantial lessening in the axial load-carrying capacity because of the eccentric loadings. An analytical model for calculating the axial load-carrying capacity of GFRAC columns was proposed based on a large experimental database of GFRP reinforced samples. A close correlation was detected between the testing outcomes and the theoretical estimates for GFRAC columns, which solidly substantiates the accuracy of the proposed model.
Keywords
axial load-carrying capacity; deformation capacity; eccentricity; GFRP bars; recycled aggregate concrete; theoretical model;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Coelho, A. and De Brito, J. (2012), "Influence of construction and demolition waste management on the environmental impact of buildings", Waste Management, 32(3), 532-541.   DOI
2 Elchalakani, M., Dong, M., Karrech, A., Li, G., MS Mohamed A. and Yang, B. (2019), "Experimental investigation of rectangular air-cured geopolymer samples reinforced with GFRP rebars and stirrups", J. Compos. Constr., 23(3), 04019011. https://doi.org/10.1061/(asce)cc.1943-5614.0000938.   DOI
3 Boumarafi, A., Abouzied, A. and Masmoudi, R. (2015), "Harsh environments effects on the axial behaviour of circular concrete-filled fibre reinforced-polymer (FRP) tubes", Compos. Part B: Eng., 83, 81-87. https://doi.org/10.1016/j.compositesb.2015.08.054.   DOI
4 Choo, C.C., Harik, I.E. and Gesund, H. (2006b), "Strength of rectangular samples reinforced with fiber-reinforced polymer rebars", ACI Struct. J., 103(3), 452.
5 Shahraki, M., Sohrabi, M.R., Azizyan, G. and Narmashiri, K. (2019), "Strengthening of deficient steel SHS columns under axial compressive loads using CFRP", Steel Compos. Struct., 30(1), 69-79. http://dx.doi.org/10.12989/scs.2019.30.1.069.   DOI
6 Abdelrahman, K. and El-Hacha, R. (2014), "Cost and deformation capacity effectiveness of samples strengthened with CFRP and SFRP sheets", Polymers, 6, 1381-1402. https://doi.org/10.3390/polym6051381.   DOI
7 ACI 318-11 (2011), Building code requirements for structural concrete and commentary. Farmington Hills (MI, USA): American Concrete Institute.
8 Afifi, M.Z., Mohamed, H.M. and Benmokrane, B. (2013), "Load-carrying capacity of circular samples reinforced with GFRP rebars and spirals", J. Compos. Constr., 18(1), 04013017. https://doi.org/10.1061/(ASCE)cc.1943-5614.0000438.   DOI
9 Mohamed, H.M., Afifi, M.Z. and Benmokrane, B. (2014), "Performance evaluation of samples reinforced mainly with FRP rebars and confined with FRP hoops and spirals under axial load", J. Bridge Eng., 19(7), 04014020. https://doi.org/10.1061/(asce)be.1943-5592.0000590.   DOI
10 Mohamed, H., Afifi, M.Z. and Benmokrane, B. (2014), "Performance evaluation of samples reinforced mainly with FRP rebars and confined with FRP hoops and spirals under axial load", J. Bridge Eng., 19(7), 04014020. https://doi.org/10.1061/(asce)be.1943-5592.0000590.   DOI
11 Zeng, J.J., Liao, J., Ye, Y.Y., Guo, Y.C., Zheng, Y. and Tan, L.H. (2021b), "Behavior of FRP spiral strip-confined concrete under cyclic axial compression", Constr. Build. Mater., 295, 123544. https://doi.org/10.1016/j.conbuildmat.2021.123544.   DOI
12 AlAjarmeh, O., Manalo, AC., Benmokrane, B., Karunasena, W., Mendis, P. and Nguyen, K.T.Q. (2019b), "Compressive behavior of axially loaded circular hollow samples reinforced with GFRP rebars and spirals", Constr. Build. Mater., 194, 12-23. https://doi.org/10.1016/j.conbuildmat.2018.11.016.   DOI
13 Huang Y.J., Xiao J.Z. and Zhang C.H. (2012), "Theoretical study on mechanical behavior of steel confined recycled aggregate concrete", J. Constr. Steel Res., 76, 100-111. https://doi.org/10.1016/j.jcsr.2012.03.020.   DOI
14 Su, L., Li, X. and Wang, Y. (2016), "Experimental study and modelling of CFRP-confined damaged and undamaged square RC compressive members under cyclic loading", Steel Compos. Struct., 21(2), 411-427. https://doi.org/10.12989/scs.2016.21.2.411.   DOI
15 Hadhood, A., Mohamed, H.M. and Benmokrane, B. (2016), "Axial load-moment interaction diagram of circular samples reinforced with CFRP rebars and spirals: Experimental and theoretical investigations", J. Compos. Constr., 21(2), 04016092. https://doi.org/10.1061/(asce)cc.1943-5614.0000748.   DOI
16 Tobbi, H., Farghaly, A.S. and Benmokrane, B. (2014), "Behavior of concentrically loaded fiber-reinforced polymer reinforced samples with varying reinforcement types and ratios", ACI Struct. J., 111(2). https://doi.org/10.14359/51686528.   DOI
17 Xu, J.J., Chen, Z.P. and Xiao, Y. (2017), "Recycled aggregate concrete in FRP-confined compressive members: a review of experimental results", Compos. Struct., 174, 277-291. https://doi.org/10.1016/j.compstruct.2017.04.034.   DOI
18 Yooprasertchai, E., Dithaem, R., Arnamwong, T., Sahamitmongkol, R., Jadekittichoke, J., Joyklad, P. and Hussain, Q. (2021), "Remediation of punching shear damage utilizing Glass Fiber Reinforced Polymer (GFRP) rods", Polymers, 13(14), 2369. https://doi.org/10.3390/polym13142369.   DOI
19 Zhang, X. and Deng, Z. (2018), "Experimental study and theoretical analysis on axial compressive behavior of samples reinforced with GFRP rebars and PVA fibers",Constr. Build. Mater., 172, 519-532. https://doi.org/10.1016/j.conbuildmat.2018.03.237.   DOI
20 Elchalakani, M. and Ma, G. (2017), "Tests of glass fibre reinforced polymer rectangular samples subjected to concentric and eccentric axial loading", Eng. Struct., 151, 93-104.   DOI
21 Hadi, M. and Youssef, J. (2016), "Experimental investigation of GFRP-reinforced and GFRP-encased square concrete samples under axial and eccentric load, and four-point bending test." J. Compos. Constr., 20(5), 04016020. https://doi.org/10.1061/(asce)cc.1943-5614.0000675.   DOI
22 Hastemoglu, H. (2015), "Effect of recycled aggregate on the compressive behavior of short samples", J. Civil Environ. Eng., 5(6). https://doi.org/10.4172/2165-784x.1000194.   DOI
23 Khan, Q.S., Sheikh, M.N. and Hadi, M.N.S. (2016), "Axial-flexural interactions of GFRP-CFFT compressive members with and without reinforcing GFRP rebars", J. Compos. Constr., 21(3), 04016109. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000771.   DOI
24 Li, G., Yang, Z., Lang, Y. and Fang, C. (2016), "Behavior of CFST compressive members with inner CFRP tubeunder biaxial eccentric loading", Steel Compos. Struct., 22(6), 1487-1505. https://doi.org/10.12989/scs.2016.22.6.1487.   DOI
25 Ma, H., Xi, J., Zhao, Y. and Dong, J. (2021), "Mechanical behaviour of composite columns composed of RAC-filled square steel tube and profile steel under eccentric compression loads", Steel Compos. Struct., 38(1), 103-120. http://dx.doi.org/10.12989/scs.2021.38.1.103.   DOI
26 Arezoumandi, M., Smith, A., Volz J.S. and Khayat, K.H. (2015), "An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate", Eng. Struct., 88, 154-162. https://doi.org/10.1016/j.engstruct.2015.01.043.   DOI
27 Ma, H., Xue, J. and Zhang, X. (2013), "Seismic performance of steel-reinforced recycled samples under low cyclic loads", Constr. Build. Mater., 48, 229-237.   DOI
28 Mander, J.B., Priestley, M. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1804).   DOI
29 Maranan, G., Manalo, A.C., Benmokrane, B., Karunasena, W. and Mendis, P. (2016), "Behavior of concentrically loaded geopolymer-concrete circular compressive members reinforced mainly and transversely with GFRP rebars", Eng. Struct., 117, 422-436. https://doi.org/10.1016/j.engstruct.2016.03.036.   DOI
30 McGinnis, M., Davis, M., de la Rosa, A., Weldon, B.D. and Kurama, Y.C. (2017), "Quantified sustainability of recycled concrete aggregates", Mag. Concrete Res., 69(23), 1203-1211. https://doi.org/10.1680/jmacr.16.00338.   DOI
31 Raza, A. and Khan, Q.U.Z. (2020), "Experimental and theoretical study of GFRP hoops and spirals in hybrid fiber reinforced concrete short columns", Mater. Struct., 53(6), 139. https://doi.org/10.1617/s11527-020-01575-9.   DOI
32 Samani, A.K. and Attard, M.M. (2012), "A stress-strain model for uniaxial and confined concrete under compression", Eng. Struct., 41, 335-349. https://doi.org/10.1016/j.engstruct.2012.03.027.   DOI
33 Rafique, U., Ali, A. and Raza, A. (2021), "Structural performance of GFRP reinforced recycled aggregate concrete columns with polyvinyl alcohol and polypropylene fibers", Adv. Struct. Eng., 136943322110179. https://doi.org/10.1177/13694332211017997.   DOI
34 Khatibmasjedi, M., Ramanathan, S., Suraneni, P. and Nanni, A. (2020), "Durability of commercially available GFRP reinforcement in seawater-mixed concrete under accelerated aging conditions", J. Compos. Constr., 24(4), 04020026. https://doi.org/10.1061/(asce)cc.1943-5614.0001035.   DOI
35 Zeng, J.J., Chen, S.P., Zhuge, Y., Gao, W.Y., Duan, Z.J. and Guo, Y.C. (2021a), "Three-dimensional finite element modeling and theoretical analysis of concrete confined with FRP rings", Eng. Struct., 234, 111966. https://doi.org/10.1016/j.engstruct.2021.111966.   DOI
36 Hadi, M.N., Karim, H. and Sheikh, M.N. (2016), "Experimental investigations on circular samples reinforced with GFRP rebars and helices under different loading conditions", J. Compos. Constr., 20(4), 04016009. https://doi.org/10.1061/(asce)cc.1943-5614.0000670.   DOI
37 Katkhuda, H. and Shatarat, N. (2016), "Shear behavior of reinforced concrete beams utilizing treated recycled concrete aggregate", Constr. Build. Mater., 125, 63-71. https://doi.org/10.1016/j.conbuildmat.2016.08.034.   DOI
38 Kim, S.W., Jeong, C.Y., Lee J.S. and Kim K.H. (2013), "Size effect in shear damage of reinforced concrete beams with recycled aggregate", J. Asian Architect. Build. Eng., 12(2), 323-330. https://doi.org/10.3130/jaabe.12.323.   DOI
39 Raza, A., El Ouni, M.H., Khan, QUZ. and Berradia, M. (2021) "Structural assessment of eccentrically loaded GFRP reinforced circular concrete columns: Experiments and finite element analysis", Compos. Struct., 275: 114528. https://doi.org/10.1016/j.compstruct.2021.114528.   DOI
40 Sajedi, F. and M. Shariati (2019), "Behavior study of NC and HSC RCCs confined by GRP casing and CFRP wrapping", Steel Compos. Struct., 30(5), 417-432. http://dx.doi.org/10.12989/scs.2019.30.5.417.   DOI
41 Guo, Y.C., Gao, W.Y., Zeng, J.J., Duan, Z.J., Ni, X.Y. and Peng, K.D. (2019), "Compressive behavior of FRP ring-confined concrete in circular compressive members: Effects of sample size and a new design-oriented stress-strain model", Constr. Build. Mater., 201, 350-368. https://doi.org/10.1016/j.conbuildmat.2018.12.183.   DOI
42 Reis, N., de Brito, J., Correia, J.R. and Arruda, M.R. (2015), "Punching behaviour of concrete slabs incorporating coarse recycled concrete aggregates", Eng. Struct., 100, 238-248. https://doi.org/10.1016/j.engstruct.2015.06.011   DOI
43 Wang, Y., Chen, J. and Geng, Y. (2015), "Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub compressive members", Eng. Struct., 86, 192-212. https://doi.org/10.1016/j.engstruct.2015.01.007.   DOI
44 Xiao, J.Z., Li, J.B. and Zhang, C.H. (2005), "Mechanical characteristics of recycled aggregate concrete under uniaxial loading", Cement Concrete Res., 35, 1187-1194. https://doi.org/10.1016/j.cemconres.2004.09.020.   DOI
45 Shi, Q.X., Wang, N., Tian, J.B. and Shi, J.L. (2014), "A practical stress-strain model for high-strength stirrups confined concrete", J. Build. Mater., 17 (2), 216-222.   DOI
46 Sun, L., Wei, M. and Zhang, N. (2017), "Experimental study on the behavior of GFRP reinforced samples under eccentric axial load", Constr. Build. Mater., 152, 214-225. https://doi.org/10.1016/j.conbuildmat.2017.06.159.   DOI
47 Tobbi, H., Farghaly, A.S. and Benmokrane, B. (2012), "Samples Reinforced Mainly and Transversally with Glass Fiber-Reinforced Polymer rebars", ACI Struct. J., 109(4).
48 Dong, H.L., Wang, D., Wang, Z. and Sun, Y. (2018), "Axial compressive behavior of square samples reinforced with innovative closed-type winding GFRP stirrups", Compos. Struct., 192, 115-125. https://doi.org/10.1016/j.compstruct.2018.02.092.   DOI
49 AlAjarmeh, O., Manalo, AC., Benmokrane, B., Karunasena, W. and Mendis, P. (2019a), "Axial performance of hollow samples reinforced with GFRP composite rebars with different reinforcing ratios", Compos. Struct., 213, 153-164. https://doi.org/10.1016/j.compstruct.2019.01.096.   DOI
50 Ajdukiewicz, A. and Kliszczewicz, A.T. (2007), "Comparative tests of beams and compressive members made of recycled aggregate concrete and natural aggregate concrete", J. Adv. Concrete Technol., 5(2), 259-273. https://doi.org/10.3151/jact.5.259.   DOI
51 Arezoumandi, M., Smith, A., Volz, J.S. and Khayat, K.H. (2014), "An experimental study on shear strength of reinforced concrete beams with 100% recycled concrete aggregate", Constr. Build. Mater., 53, 612-620. https://doi.org/10.1016/j.conbuildmat.2013.12.019.   DOI
52 Azua, G., Gonzalez, M., Arroyo, P. and Kurama, Y. (2019), "Recycled coarse aggregates from precast plant and building demolitions: Environmental and economic modeling through stochastic simulations", J. Cleaner Production, 210, 1425-1434. https://doi.org/10.1016/j.jclepro.2018.11.049.   DOI
53 Benmokrane, B., El-Salakawy, E., El-Ragaby, A. and Lackey, T. (2006), "Designing and testing of concrete bridge decks reinforced with glass FRP rebars", J. Bridge Eng., 11(2), 217-229. https://doi.org/10.1061/(asce)1084-0702(2006)11:2(217).   DOI
54 Afifi, M.Z., Mohamed, H.M. and Benmokrane, B. (2015), "Theoretical stress-strain model for circular samples confined by GFRP spirals and hoops", Eng. Struct., 102, 202-213. https://doi.org/10.1016/j.engstruct.2015.08.020.   DOI
55 Canadian Standards Association (CSA). (2012), Design and construction of building components with fiber reinforced polymers. CAN/CSAS806-12, Toronto.
56 Choi, W. and Yun, H. (2012), "Compressive behavior of reinforced samples with recycled aggregate under uniaxial loading", Eng. Struct., 41, 285-293. https://doi.org/10.1016/j.engstruct.2012.03.037.   DOI
57 Choo, C.C., Harik, I.E. and Gesund, H. (2006a), "Minimum reinforcing ratio for fiber-reinforced polymer reinforced concrete rectangular compressive members", ACI Mater. J., 103(3), 460. https://doi.org/10.14359/15325.   DOI