Acceso abierto

Evaluating Flexural Strength of RC Beams Strengthened by CFRP using Different Analytical Models


Cite

[1] RAJCHEL, M. - SIWOWSKI T.: Hybrid Bridge Structures made of FRP Composite and Concrete. Civil and Environmental Engineering Reports, Vol. 26, Iss. 3, 2017, pp. 161–169.10.1515/ceer-2017-0043 Search in Google Scholar

[2] KIM, S.: Ductility of Carbon Fiber-Reinforced Polymer (CFRP) Strengthened Reinforced Concrete Beams. Civil and Environmental Engineering-Dissertations, Doctor of Philosophy (PhD), 2003. Search in Google Scholar

[3] BENIN, A. - BOGDANOVA, E.: Influence of Storage Conditions and Corrosive Environments on the Mechanical Properties of GFRP Rebars. Civil and Environmental Engineering, Vol. 14, Iss. 2, 2018, pp. 86-90.10.2478/cee-2018-0011 Search in Google Scholar

[4] HAWILEH, R. A. et al.: Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems. Materials & Design, Vol. 53, 2014, pp. 972–982.10.1016/j.matdes.2013.07.087 Search in Google Scholar

[5] DONG, J. et al.: CFRP sheets for Flexural Strengthening of RC Beams. International Conference on Multimedia Technology (IEEE), 2011, pp. 1000–1003.10.1109/ICMT.2011.6003160 Search in Google Scholar

[6] MOSTOFINEJAD, D. - MAHMOUDABADI, E.: Grooving as Alternative Method of Surface Preparation to Postpone Debonding of FRP Debonding of FRP Laminates in Concrete Beams. Journal of Composite For Construction, Vol 14, Iss. 6, 2010, pp. 804–811.10.1061/(ASCE)CC.1943-5614.0000117 Search in Google Scholar

[7] HOSSEINI, A. - MOSTOFINEJAD, D.: Effect of Groove Characteristics on CFRP-to-Concrete Bond Behavior of EBROG Joints: Experimental Study Using Particle Image Velocimetry (PIV). Construction and Building Materials, Vol. 49, 2013, pp. 364–373.10.1016/j.conbuildmat.2013.08.036 Search in Google Scholar

[8] CZADERSKI, C. et al.: EBROG Technique to Enhance the Bond Performance of CFRP strips to Concrete Substrate. SMAR 2019-Fifth Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, 2019. Search in Google Scholar

[9] MOSTOFINEJAD, D. - SHAMILI S. M. N. - HOSSEINI A.: EBROG and EBRIG methods for strengthening of RC beams by FRP sheets. European Journal of Environmental and Civil Engineering, Vol. 18, Iss. 6, 2014, pp. 652–668.10.1080/19648189.2014.900523 Search in Google Scholar

[10] SABZI, J. et al.: Effect of Concrete Strength and Longitudinal Reinforcement Arrangement on the Performance of Reinforced Concrete Beams Strengthened Using EBR and EBROG Methods. Engineering Structures, Vol. 205, 2020, pp. 110072.10.1016/j.engstruct.2019.110072 Search in Google Scholar

[11] LU, X. Z. - TENG, J. G. - YE, L. P. - JIANG, J. J.: Intermediate crack debonding in FRP-strengthened RC beams: FE analysis and strength model. Journal of Composites for Construction, Vol. 11, Iss. 2, 2007, pp. 161–174.10.1061/(ASCE)1090-0268(2007)11:2(161) Search in Google Scholar

[12] TENG, J. G. - SMITH, S. T. - YAO, J. - CHEN, J. F.: Intermediate crack-induced debonding in RC beams and slabs. Constr. Build. Mater., Vol. 17, Iss. 6, 2003, pp. 447–462.10.1016/S0950-0618(03)00043-6 Search in Google Scholar

[13] CHEN J. F. - TENG J. G.: Anchorage strength for FRP and steel plates bonded to concrete. J. Struct Eng ASCE, Vol. 127, Iss. 1, 2001, pp. 784–791.10.1061/(ASCE)0733-9445(2001)127:7(784) Search in Google Scholar

[14] KOTULA, P. - KOTES, P. - BRODNAN, M.: Experimental and Numerical Analysis of Anchorage Zone of CFRP Sheet, Concrete and Concrete Structures, 2013 – 6th International Conference, Slovakia, Procedia Engineering, Vol. 65, 2013, pp. 176–185.10.1016/j.proeng.2013.09.028 Search in Google Scholar

[15] KOTES, P. - FARBAK, M. - KOTULA, P. et al.: Using CFRP Lamellas for Strengthening of Dynamically Loaded Beams, Concrete and Concrete Structures, 2013 – 6th International Conference, Slovakia, Procedia Engineering, Vol. 65, 2013, pp. 302–310.10.1016/j.proeng.2013.09.047 Search in Google Scholar

[16] ACI 440.2R-17: Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. Reported by ACI Committee 440, 2017. Search in Google Scholar

[17] TENG, J. G. et al.: Recent Research on Intermediate Crack Induced Debonding in FRP Strengthened Beams. Proceedings of the 4th International Conference on Advanced Composite Materials for Bridges and Structures, Calgary, AB, Canada, 2004. Search in Google Scholar

[18] CNR-DT 200 R1/2013: Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. National Research Council, Roma, Italy, 2013. Search in Google Scholar

[19] SAID, H. – WU, Z.: Evaluating and proposing models of predicting IC debonding failure. J Compos. Constr., Vol. 12, Iss. 3, 2008, pp. 284–299.10.1061/(ASCE)1090-0268(2008)12:3(284) Search in Google Scholar

eISSN:
2199-6512
Idioma:
Inglés