Nonlinear 3D finite element simulation of reinforced concrete flat plates retrofitted with externally bonded CFRP strips

References

• Abbas, J.L. (2012). Nonlinear analysis of reinforced concrete beams strengthened with prestressed CFRP sheets under cyclic load. Diyala Journal of Engineering Sciences, 5, 117–137. Retrieved from http://www.iasj.net/iasj?func=fulltext&aId=50195
   Google Scholar
• Al-Rousan, R., Issa, M., & Shabila, H. (2012). Performance of reinforced concrete slabs strengthened with different types and configurations of CFRP. Composites: Part B, 43, 510–521. doi:10.1016/j.compositesb.2011.08.050
   Web of Science ®Google Scholar
• American Concrete Institute Committee 318. (2008). Building code requirements for structural concrete. Detroit, MI: American Concrete Institute.
   Google Scholar
• Anil, Ö., Kina, T., & Salmani, V. (2014). Effect of opening size and location on punching shear behaviour of two-way RC slabs. Magazine of Concrete Research., 66, 955–966. doi:10.1680/macr.14.00042
   Web of Science ®Google Scholar
• ANSYS. (2012). Version 14.5, ANSYS, Inc, Canonsburg, Pennsylvania.
   Google Scholar
• Au, C., & Büyüköztürk, O. (2006). Debonding of FRP plated concrete: A tri-layer fracture treatment. Engineering Fracture Mechanics, 73, 348–365. doi:10.1016/j.engfracmech.2005.07.007
   Web of Science ®Google Scholar
• Buyle-Bodin, F., David, E., & Ragneau, E. (2002). Finite element modelling of flexural behaviour of externally bonded CFRP reinforced concrete structures. Engineering Structures, 24, 1423–1429.10.1016/S0141-0296(02)00085-8
   Web of Science ®Google Scholar
• Camata, G., Spacone, E., & Zarnic, R. (2007). Experimental and nonlinear finite element studies of RC beams strengthened with FRP plates. Composites Part B: Engineering, 38, 277–288. doi:10.1016/j.compositesb.2005.12.003
   Web of Science ®Google Scholar
• Comité Euro-International du Béton. (1990). CEB-FIP Model Code 1990. Design Code. London: Thomas Telford.
   Google Scholar
• Coronado, C.A., & Lopez, M.M. (2006). Sensitivity analysis of reinforced concrete beams strengthened with FRP laminates. Cement and Concrete Composites, 28, 102–114. doi:10.1016/j.cemconcomp.2005.07.005
   Web of Science ®Google Scholar
• Dere, Y., & Dede, F.T. (2011). Nonlinear finite element analysis of an R/C frame under lateral loading. Mathematical and Computational Applications., 16, 947–958. Retrieved from https://www.researchgate.net/publication/284672766_Nonlinear_finite_element_analysis_of_an_RC_frame_under_lateral_loading 10.3390/mca16040947
   Google Scholar
• Durucan, C., & Anil, Ö. (2015). Effect of opening size and location on the punching shear behavior of interior slab–column connections strengthened with CFRP strips. Engineering Structures, 105, 22–36. doi:10.1016/j.engstruct.2015.09.033
   Web of Science ®Google Scholar
• Ebead, U., & Marzouk, H. (2002). Strengthening of two-way slabs using steel plates. ACI Structural Journal, 99, 23–30. Retrieved from https://www.researchgate.net/publication/247655226
   Web of Science ®Google Scholar
• Erdogan, H., Özcebe, G., & Binici, B. (2011). Effect of column rectangularity on CFRP-strengthened RC flat plates. Magazine of Concrete Research, 63, 511–525. doi:10.1680/macr.2011.63.7.511
   Web of Science ®Google Scholar
• Esfahani, M.R., Kianoush, M.R., & Moradi, A.R. (2009). Punching shear strength of interior slab – column connections strengthened with carbon fiber reinforced polymer sheets. Engineering Structures, 31, 1535–1542. doi:10.1016/j.engstruct.2009.02.021
   Web of Science ®Google Scholar
• Hognestad, E. (1951). A study of combined bending and axial load in reinforced concrete members. University of İllinois Engineering Experiment Station, Bulletin Series, 399. Retrieved from http://hdl.handle.net/2142/4360
   Google Scholar
• Kachlakev, D. (1998). Strengthening bridges using composite materials. Oregon, OR: Oregon Department of Transportation.
   Google Scholar
• Kachlakev, D., Miller, T., Yim, S., Chansawat, K., & Potisuk, T. (2001). Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Final report SPR 316. Oregon, OR.
   Google Scholar
• Kim, Y.J., Wight, R.G., & Green, M.F. (2008). Flexural strengthening of RC beams with prestressed CFRP sheets: Using nonmetallic anchor systems. Journal of Composites for Construction, 12, 44–52. doi:10.1061/(ASCE)1090-0268
   Web of Science ®Google Scholar
• Kim, Y.J., Longworth, J.J., Wight, R.G., & Green, M.F. (2010). Punching shear of two-way slabs retrofitted with prestressed or non-prestressed CFRP sheets. Journal of Reinforced Plastics and Composites, 29, 1206–1223. doi:10.1177/0731684409103143
   Web of Science ®Google Scholar
• Kishi, N., Zhang, G., & Mikami, H. (2005). Numerical cracking and debonding analysis of RC beams reinforced with FRP sheet. Journal of Composites for Construction., 9, 507–514. doi:10.1061/(ASCE)1090-0268
   Web of Science ®Google Scholar
• Li, R., Cho, Y.S., & Zhang, S. (2007). Punching shear behavior of concrete flat plate slab reinforced with carbon fiber reinforced polymer rods. Composites: Part B, 38, 712–719. doi:10.1016/j.compositesb.2006.07.017
   Web of Science ®Google Scholar
• 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, 920–937. doi:10.1016/j.engstruct.2005.01.014
   Web of Science ®Google Scholar
• Mahmoud, A.M. (2012). Strengthening of concrete beams having shear zone openings using orthotropic CFRP modeling. Ain Shams Engineering Journal., 3, 177–190. doi:10.1016/j.asej.2012.02.005
   Google Scholar
• Michel, L., Ferrier, E., Bigaud, D., & Agbossou, A. (2007). Criteria for punching failure mode in RC slabs reinforced by externally bonded CFRP. Composite Structures, 81, 438–449. doi:10.1016/j.compstruct.2006.09.008
   Web of Science ®Google Scholar
• Nguyen, D.M., Chan, T.K., & Cheong, H.K. (2001). Brittle failure and bond development length of CFRP-concrete beams. Journal of Composites for Construction, 5, 12–17. doi:10.1061/(ASCE)1090-0268
   Web of Science ®Google Scholar
• Nour, A., Massicotte, B., Yildiz, E., & Koval, V. (2007). Finite element modeling of concrete structures reinforced with internal and external fibre-reinforced polymers. Canadian Journal of Civil Engineering, 34, 340–354. doi:10.1139/l06-140
   Web of Science ®Google Scholar
• Oehlers, D.J., Park, S.M., & Mohamed Ali, M.S. (2003). A structural engineering approach to adhesive bonding longitudinal plates to RC beams and slabs. Composites: Part A, 34, 887–897. doi:10.1016/S1359-835X(03)00153-2
   Web of Science ®Google Scholar
• Omran, H.Y., & El-Hacha, R. (2012). Nonlinear 3D finite element modeling of RC beams strengthened with prestressed NSM-CFRP strips. Construction and Building Materials., 31, 74–85. doi:10.1016/j.conbuildmat.2011.12.054
   Web of Science ®Google Scholar
• Pham, H.B., & Al-Mahaidi, R. (2005). Finite element modelling of RC beams retrofitted with CFRP fabrics. Proceeding of the 7th İnternational Symposium on FRP Reinforcement for Concrete Structures (pp. 499–514). Kansas City, MO.
   Google Scholar
• Polies, W., Ghrib, F., & Sennah, K. (2010). Rehabilitation of interior reinforced concrete slab–column connections using CFRP sheets. Construction and Building Materials., 24, 1272–1285. doi:10.1016/j.conbuildmat.2009.12.008
   Web of Science ®Google Scholar
• Rabbat, B.G., & Russell, H.G. (1985). Friction coefficient of steel on concrete or grout. Journal of Structural Engineering, 111, 505–515. doi:10.1061/(ASCE)0733-9445
   Web of Science ®Google Scholar
• Rafi, M.M., Nadjai, A., & Ali, F. (2007). Analytical modeling of concrete beams reinforced with carbon FRP bars. Journal of Composite Materials, 41, 2675–2690. doi:10.1177/0021998307078728
   Web of Science ®Google Scholar
• Santhakumar, R., & Chandrasekaran, E. (2004). Analysis of retrofitted reinforced concrete shear beams using carbon fiber composites. Electronic Journal of Structural Engineering, 4, 66–74. Retrieved from http://www.ejse.org/Archives/Fulltext/2004/200406.pdf
   Google Scholar
• Smith, S.T., & Teng, J.G. (2002). FRP-strengthened RC beams. I: Review of debonding strength models. Engineering Structures, 24, 385–395. doi:10.1016/S0141-0296(01)00105-5
   Web of Science ®Google Scholar
• Taljsten, B. (1999). Concrete beams strengthened for bending using CFRP-sheets. Proceedings of the Eighth International Conference on Advanced Composites for Concrete Repair. London, UK.
   Google Scholar
• Teng, J.G., & Chen, J.F. (2007). Debonding failures of RC beams strengthened with externally bonded frp reinforcement: behavior and modeling. Asia-Pacific Conference on FRP in Structures. pp. 33–42
   Google Scholar
• 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, 447–462. doi:10.1016/S0950-0618(03)00043-6
   Web of Science ®Google Scholar
• Tumialan, G., Serra, P., Nanni, A., & Belarbi, A. (1999). Concrete cover delamination in reinforced concrete beams strengthened with carbon fiber reinforced polymer sheets. In C.W. Dolan, S. H. Rizkalla & A. Nanni (Eds.), Proceedings of the Fourth International Symposium on Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures (pp. 725–735). Maryland, USA. MD.
   Google Scholar
• Varastehpour, H., & Hamelin, P. (1997). Strengthening of concrete beams using fiber-reinforced platics. Materials and Structures, 30, 160–166. Retrieved from http://link.springer.com/article/10.1007%2FBF02486388 10.1007/BF02486388
   Web of Science ®Google Scholar
• Willam, K.J., & Warnke, E.P. (1975). Constitutive model for the triaxial behavior of concrete. Proceedings, International Association for Bridge and Structural Engineering, 19.
   Google Scholar