99
Views
0
CrossRef citations to date
0
Altmetric
Original Articles

Three-dimensional nonlinear finite element analysis of corroded reinforced concrete beams strengthened by CFRP sheets

, , , &
Pages 2217-2243 | Received 12 Jun 2023, Accepted 09 Jan 2024, Published online: 11 Feb 2024

References

  • ACI 440.2R-17. (2017). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute.
  • Ali, A., Abdalla, J., Hawileh, R., & Galal, K. (2014). CFRP mechanical anchorage for externally strengthened RC beams under flexure. Physics Procedia. 55, 10–16. https://doi.org/10.1016/j.phpro.2014.07.002
  • Al-Mahaidi, R., & Hii, A. K. Y. (2007). Bond behaviour of CFRP reinforcement for torsional strengthening of solid and box-section RC beams. Composites Part B: Engineering, 38(5–6), 720–731. https://doi.org/10.1016/j.compositesb.2006.06.018
  • Al-Mahmoud, F., Castel, A., & François, R. (2013). Modelling of flexural behaviour of RC beams strengthened with NSM CFRP rods including serviceability. European Journal of Environmental and Civil Engineering, 17(7), 532–553. https://doi.org/10.1080/19648189.2013.797926
  • Al-Osta, M. A., Kharma, K. M., Ahmad, S., Maslehuddin, M., Al-Huri, M., & Khalid, H. (2023). Strategies for strengthening of corroded reinforced concrete beams using CFRP laminates and UHPC jacketing. Structural Concrete, 24(1), 1546–1571. https://doi.org/10.1002/suco.202200211
  • Al-Sulaimani, G. J., Kaleemullah, M., Basunbul, I. A., & Rasheeduzzafar, R. (1990). Influence of corrosion and cracking on bond behavior and strength of reinforced concrete members. ACI Structural Journal, 87(2), 220–231. https://doi.org/10.14359/2732
  • ASTM G1-03. (2017). Standard practice for preparing, cleaning, and evaluating corrosion test specimens. ASTM International.
  • Azam, R., Soudki, K., West, J. S., & Noël, M. (2017). Strengthening of shear-critical RC beams: Alternatives to externally bonded CFRP sheets. Construction and Building Materials, 151, 494–503. https://doi.org/10.1016/j.conbuildmat.2017.06.106
  • Bahn, B. Y., & Harichandran, R. S. (2008). Flexural behavior of reinforced concrete beams strengthened with CFRP sheets and epoxy mortar. Journal of Composites for Construction, 12(4), 387–395. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:4(387
  • Bažant, Z. P., & Oh, B. H. (1983). Crack band theory for fracture of concrete. Matériaux et Constructions, 16(3), 155–177. https://doi.org/10.1007/BF02486267
  • Cape, M. (1999). Residual service-life assessment of existing R/C structures [MS Thesis]. Chalmers University of Technology, Sweden and Milan University of Technology.
  • Castel, A., François, R., & Arliguie, G. (2000). Mechanical behavior of corroded reinforced concrete beams – Part 2: Bond and notch effects. Materials and Structures, 33(9), 545–551. https://doi.org/10.1007/BF02480534
  • Coronelli, D., & Gambarova, P. (2004). Structural assessment of corroded reinforced concrete beams: Modeling guidelines. Journal of Structural Engineering, 130(8), 1214–1224. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:8(1214
  • Deng, Z. C., Li, J. H., & Lin, H. F. (2009). Experimental study on flexural performance of corroded RC beams strengthened with AFRP sheets. Key Engineering Materials, 405–406, 343–349. https://doi.org/10.4028/www.scientific.net/KEM.405-406.343
  • Dong, J., Wang, Q., & Guan, Z. (2013). Structural behaviour of RC beams with external flexural and flexural-shear strengthening by FRP sheets. Composites Part B: Engineering, 44(1), 604–612. https://doi.org/10.1016/j.compositesb.2012.02.018
  • Dong, W., Ye, J., Murakami, Y., Oshita, H., Suzuki, S., & Tsutsumi, T. (2016). Residual load capacity of corroded reinforced concrete beam undergoing bond failure. Engineering Structures, 127, 159–171. https://doi.org/10.1016/j.engstruct.2016.08.044
  • El-Ghandour, A. A. (2011). Experimental and analytical investigation of CFRP flexural and shear strengthening efficiencies of RC beams. Construction and Building Materials, 25(3), 1419–1429. https://doi.org/10.1016/j.conbuildmat.2010.09.001
  • Ferreira, J., & Manie, D. (2020). DIANA documentation release 10.4. DIANA FEA bv.
  • fib Model Code. (2013). fib Model code for concrete structures 2010. Ernst & Sohn.
  • Gao, P., Gu, X., & Mosallam, A. S. (2016). Flexural behavior of preloaded reinforced concrete beams strengthened by prestressed CFRP laminates. Composite Structures, 157, 33–50. https://doi.org/10.1016/j.compstruct.2016.08.013
  • Godat, A., Chaallal, O., & Obaidat, Y. (2020). Non-linear finite-element investigation of the parameters affecting externally-bonded FRP flexural-strengthened RC beams. Results in Engineering, 8, 100168. https://doi.org/10.1016/j.rineng.2020.100168
  • Hawileh, R. A., Musto, H. A., Abdalla, J. A., & Naser, M. Z. (2019). Finite element modeling of reinforced concrete beams externally strengthened in flexure with side-bonded FRP laminates. Composites Part B: Engineering, 173, 106952. https://doi.org/10.1016/j.compositesb.2019.106952
  • Hordijk, D., & Reinhardt, H. (1993). Numerical and experimental investigation into the fatigue behavior of plain concrete. Experimental Mechanics, 33(4), 278–285. https://doi.org/10.1007/BF02322142
  • Juarez, C. A., Guevara, B., Fajardo, G., & Castro-Borges, P. (2011). Ultimate and nominal shear strength in reinforced concrete beams deteriorated by corrosion. Engineering Structures, 33(12), 3189–3196. https://doi.org/10.1016/j.engstruct.2011.08.014
  • Khan, I., François, R., & Castel, A. (2012). Structural performance of a 26-year-old corroded reinforced concrete beam. European Journal of Environmental and Civil Engineering, 16(3-4), 440–449. https://doi.org/10.1080/19648189.2012.667992
  • Leung, C. K. J. (2001). Modeling of concrete cracking induced by steel expansion. Journal of Materials in Civil Engineering, 13(3), 169–175. https://doi.org/10.1061/(ASCE)0899-1561(2001)13:3(169)
  • Lin, H., Zhao, Y., Feng, P., Ye, H., Ozbolt, J., Jiang, C., & Yang, J.-Q. (2019). State-of-the-art review on the bond properties of corroded reinforcing steel bar. Construction and Building Materials, 213, 216–233. https://doi.org/10.1016/j.conbuildmat.2019.04.077
  • Lu, X. Z., Teng, J. G., Ye, L. P., & Jiang, J. J. (2005). Bond-slip models for FRP sheets/plates bonded to concrete. Engineering Structures, 27(6), 920–937. https://doi.org/10.1016/j.engstruct.2005.01.014
  • Meade, C. L. (2000). Accelerated corrosion testing. Metal Finishing, 98(6), 540–545. https://doi.org/10.1016/S0026-0576(00)80461-4
  • Nakamura, H., & Higai, T. (2001). Compressive fracture energy and fracture zone length of concrete. In: Shing, P., Tanabe, T. (eds.) Modelling of inelastic behaviour of RC structures under seismic loads (pp. 471–487). ASCE.
  • Nguyen, N. T., & Dang, V. H. (2020). Empirical models of corrosion rate prediction of steel in reinforced concrete structures. Journal of Science and Technology in Civil Engineering, 14(2), 98–107. https://doi.org/10.31814/stce.nuce2020-14(2)-09
  • Nguyen, N. T., Nguyen, T. K., & Nguyen, H. G. (2021). Numerical study on the flexural performance of RC beams with externally bonded CFRP sheets. Journal of Science and Technology in Civil Engineering, 15(4), 182–196. https://doi.org/10.31814/stce.huce(nuce)2021-15(4)-16
  • Nguyen, N. T., Tran, H. A., Dang, V. H., & Nguyen, H. G. (2023). Experimental study, numerical simulation and GRNN model for predicting the flexural loading capacity of corroded reinforced concrete beams. European Journal of Environmental and Civil Engineering, 28(2), 347-379. https://doi.org/10.1080/19648189.2023.2214213
  • Nguyen, T. K., & Nguyen, N. T. (2020). Modeling the flexural behavior of corroded reinforced concrete beams with considering stirrups corrosion. Journal of Science and Technology in Civil Engineering, 14(3), 26–39. https://doi.org/10.31814/stce.nuce2020-14(3)-03
  • Nguyen, T. K., & Nguyen, N. T. (2021). Finite element investigation of the shear performance of corroded RC deep beams without shear reinforcement. Case Studies in Construction Materials, 15, e00757. https://doi.org/10.1016/j.cscm.2021.e00757
  • Obaidat, A. T. (2022). Flexural behavior of reinforced concrete beam using CFRP hybrid system. European Journal of Environmental and Civil Engineering, 26(13), 6165–6187. https://doi.org/10.1080/19648189.2021.1934552
  • Pham, T. T., Nguyen, N. T., Nguyen, T. T. T., & Nguyen, N. L. (2023). Numerical analysis of the shear behavior for steel fiber reinforced concrete beams with corroded reinforcing rebars. Structures, 57, 105081. https://doi.org/10.1016/j.istruc.2023.105081
  • Qapo, M., Dirar, S., & Jemaa, Y. (2016). Finite element parametric study of reinforced concrete beams shear-strengthened with embedded FRP bars. Composite Structures, 149, 93–105. https://doi.org/10.1016/j.compstruct.2016.04.017
  • Rimkus, A., Cervenka, V., Gribniak, V., & Cervenka, J. (2020). Uncertainty of the smeared crack model applied to RC beams. Engineering Fracture Mechanics, 233, 107088. https://doi.org/10.1016/j.engfracmech.2020.107088
  • Rots, J. G. (1991). Smeared and discrete representations of localized fracture. International Journal of Fracture, 51(1), 45–59. https://doi.org/10.1007/BF00020852
  • Salama, A. S. D., Hawileh, R., & Abdalla, J. A. (2019). Performance of externally strengthened RC beams with side-bonded CFRP sheets. Composite Structures, 212, 281–290. https://doi.org/10.1016/j.compstruct.2019.01.045
  • Shrestha, R. (2009). Behaviour of RC beam-column connections retrofitted with FRP strips [PhD Thesis]. University of Technology Sydney.
  • Smith, S. T., & Teng, J. G. (2002). FRP-strengthened RC beams. I: Review of debonding strength models. Engineering Structures, 24(4), 385–395. https://doi.org/10.1016/S0141-0296(01)00105-5
  • Smith, S. T., & Teng, J. G. (2002). FRP-strengthened RC beams. II: Assessment of debonding strength models. Engineering Structures, 24(4), 397–417. https://doi.org/10.1016/S0141-0296(01)00106-7
  • Soltani, M., Safiey, A., & Brennan, A. (2019). A state-of-the-art review of bending and shear behaviors of corrosion-damaged reinforced concrete beams. ACI Structural Journal, 116(3), 53–64. https://doi.org/10.14359/51714481
  • Soudki, K. A., Rteil, A. A., Al-Hammoud, R., & Topper, T. H. (2007). Fatigue strength of fibre-reinforced-polymer-repaired beams subjected to mild corrosion. Canadian Journal of Civil Engineering, 34(3), 414–421. https://doi.org/10.1139/l06-153
  • Soudki, K. A., Sherwood, T., & Masoud, S. (2000). FRP repair of corrosion-damaged reinforced concrete beams. Department of Civil Engineering, University of Waterloo.
  • Tatar, J., Viniarski, C., Harries, K. A., & Head, M. (2022). Effectiveness of U-wrap anchorage of flexural CFRP reinforcement in strengthened reinforced concrete beams [Paper presentation]. In A. Ilki, M. Ispir, & P. Inci (Eds.), 10th International Conference on FRP Composites in Civil Engineering (CICE 2021), Lecture Notes in Civil Engineering (vol. 198). Springer, Cham.
  • Teng, J. G., Chen, J. F., Smith, S. T., & Lam, L. (2002). FRP: Strengthened RC structures. John Wiley & Sons.
  • Teng, J. G., Smith, S. T., Yao, J., & Chen, J. F. (2003). Intermediate crack-induced debonding in RC beams and slabs. Construction and Building Materials, 17(6–7), 447–462. https://doi.org/10.1016/S0950-0618(03)00043-6
  • Tran, H. A., Nguyen, H. G., & Nguyen, N. T. (2021). An experimental study on the flexural strengthening of corroded RC beams using externally CFRP sheet. Journal of Science and Technology in Civil Engineering, 15(1V), 1–16. (in Vietnamese). https://doi.org/10.31814/stce.nuce2021-15(1V)-01
  • Tran, H. A., Nguyen, N. T., Nguyen, T. K., & Nguyen, H. G. (2021). Finite element analysis of the flexural behavior of corroded RC beams strengthened by CFRP sheets. International Journal of Geomate, 21(88), 42–47. https://doi.org/10.21660/2021.88.gxi255
  • Vu, H. H., Vu, N. A., & François, R. (2014). Effect of corrosion of tensile rebars and stirrups on the flexural stiffness of reinforced concrete members. European Journal of Environmental and Civil Engineering, 18(3), 358–376. https://doi.org/10.1080/19648189.2014.881759
  • Wu, H.-C., & Eamon, C. D. (2017). Strengthening of concrete structures using fiber reinforced polymers (FRP) – design, construction and practical applications. Woodhead Publishing.
  • Yalciner, H., Eren, O., & Sensoy, S. (2012). An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level. Cement and Concrete Research, 42(5), 643–655. https://doi.org/10.1016/j.cemconres.2012.01.003
  • Yang, D., Park, K., & Neale, W. (2009). Flexural behaviour of reinforced concrete beams strengthened with prestressed carbon composites. Composite Structures, 88(4), 497–508. https://doi.org/10.1016/j.compstruct.2008.05.016
  • Zhang, Z., & Hsu, T. (2005). Shear strengthening of reinforced concrete beams using carbon-fiber-reinforced polymer laminates. Journal of Composites for Construction, 9(2), 158–169. https://doi.org/10.1061/(ASCE)1090-0268(2005)9:2(158)
  • Zhu, W., & François, R. (2014). Corrosion of the reinforcement and its influence on the residual structural performance of a 26-year-old corroded RC beam. Construction and Building Materials, 51, 461–472. https://doi.org/10.1016/j.conbuildmat.2013.11.015
  • Zhu, W., François, R., Cleland, D., & Coronelli, D. (2015). Failure mode transitions of corroded deep beams exposed to marine environment for long period. Engineering Structures, 96, 66–77. https://doi.org/10.1016/j.engstruct.2015.04.004
  • Zhu, W., François, R., Coronelli, D., & Cleland, D. (2013). Effect of corrosion of reinforcement on the mechanical behaviour of highly corroded RC beams. Engineering Structures, 56, 544–554. https://doi.org/10.1016/j.engstruct.2013.04.017
  • Zhu, W., François, R., Fang, Q., & Zhang, D. (2016). Influence of long-term chloride diffusion in concrete and the resulting corrosion of reinforcement on the serviceability of RC beams. Cement and Concrete Composites, 71, 144–152. https://doi.org/10.1016/j.cemconcomp.2016.05.003

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.