Uneingeschränkter Zugang

Flexural Strength of RC Continuous Beams Strengthened by CFRP Using EBR and EBROG Methods: Experimental and Analytical Study


Zitieren

MIAKHIL, S. U. - Singh, G.: Retrofitting of reinforced concrete beams using cfrp sheets. Journal of Green Engineering, vol. 10, no. 11, 2020, pp. 10438–10448. Search in Google Scholar

HASHEMI, S.: Strengthening of concrete structures using carbon fibre reinforced polymers and cement-based adhesives. no. November, 2011, p. 246. Search in Google Scholar

OBAIDAT, Y. T. - HEYDEN, S. - DAHLBLOM, O. - ABU-FARSAKH, G. - ABDEL-JAWAD, Y.: Retrofitting of reinforced concrete beams using composite laminates. Construction and Building Materials, vol. 25, no. 2, 2011, pp. 591–597, doi: 10.1016/j.conbuildmat.2010.06.082. Search in Google Scholar

DIAS, S. J. E. - BARROS, J. A. O.: Shear strengthening of RC T-section beams with low strength concrete using NSM CFRP laminates. Cem. Concr. Compos., vol. 33, no. 2, 2011, pp. 334–345, doi: 10.1016/j.cemconcomp.2010.10.002. Search in Google Scholar

ABDALLAH, M.: Flexural strengthening of RC continuous beams with FRP reinforcements according to the NSM and EB techniques : experimental, analytical and numerical (FE) study. 2021, p. 232. Search in Google Scholar

OEHLERS, D. J. - VISINTIN, P. - LUCAS, W.: Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding. J. Compos. Constr., 2016, p. 53, doi: 10.1061/(asce)cc.1943-5614.0000610. Search in Google Scholar

HOLLAWAY, L. C. - TENG, J. G.: Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites. 2008. doi: 10.1533/9781845694890. Search in Google Scholar

BUYUKOZTURK, O. - GUNES, O. - KARACA, E.: Progress on understanding debonding problems in reinforced concrete and steel members strengthened using FRP composites. Construction and Building Materials. 2004. doi: 10.1016/S0950-0618(03)00094-1. Search in Google Scholar

CHEN, J. F. - TENG, J. G.: Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete. J. Struct. Eng., 2001, doi: 10.1061/(asce)0733-9445(2001)127:7(784). Search in Google Scholar

TENG, J. G. - CHEN, J. F.: Mechanics of debonding in FRP-plated RC beams. Proc. Inst. Civ. Eng. Struct. Build., 2009, doi: 10.1680/stbu.2009.162.5.335. Search in Google Scholar

FU, B. - CHEN, G. M. - TENG, J. G.: Mitigation of intermediate crack debonding in FRP-plated RC beams using FRP U-jackets. Compos. Struct., 2017, doi: 10.1016/j.compstruct.2017.05.049. Search in Google Scholar

MOSTOFINEJAD, D. - MAHMOUDABADI, E.: Grooving as Alternative Method of Surface Preparation to Postpone Debonding of FRP Laminates in Concrete Beams. J. Compos. Constr., 2010, doi: 10.1061/(asce)cc.1943-5614.0000117. Search in Google Scholar

MOSHIRI, N.et al.: Flexural strengthening of RC slabs with nonprestressed and prestressed CFRP strips using EBROG method. Compos. Part B Eng., vol. 201, p. 108359, 2020, doi: 10.1016/j.compositesb.2020.108359. Search in Google Scholar

MOSHIRI, N. - TAJMIR-RIAHI, A. - MOSTOFINEJAD, D. - CZADERSKI, C. - MOTAVALLI, M.: Experimental and analytical study on CFRP strips-to-concrete bonded joints using EBROG method. Compos. Part B Eng., vol. 158, 2019, pp. 437–447, doi: 10.1016/j.compositesb.2018.09.046. Search in Google Scholar

TAJMIR-RIAHI, A. - MOSHIRI, N. - CZADERSKI, C. - MOSTOFINEJAD, D.: Effect of the EBROG method on strip-to-concrete bond behavior. Constr. Build. Mater., vol. 220, 2019, pp. 701–711, doi: 10.1016/j.conbuildmat.2019.06.065. Search in Google Scholar

ALI, A.: Experimental and numerical study of continuous reinforced concrete beams strengthened or retrofitted by bonding composite materials. 2017, p.206. Search in Google Scholar

OBAIDAT, Y. T.: Structural Retrofitting of Concrete Beams Using FRP -Debonding Issues. 2011, p.185. Search in Google Scholar

BARBATO, M.: Efficient finite element modelling of reinforced concrete beams retrofitted with fibre reinforced polymers. Comput. Struct., 2009, doi: 10.1016/j.compstruc.2008.11.006. Search in Google Scholar

FANNING, P. J. - KELLY, O.: Ultimate Response of RC Beams Strengthened with CFRP Plates. J. Compos. Constr., 2001, doi: 10.1061/(asce)1090-0268(2001)5:2(122). Search in Google Scholar

SPADEA, G. - SWAMY, R. N. - BENCARDINO, F.: Strength and Ductility of RC Beams Repaired with Bonded CFRP Laminates. J. Bridg. Eng., 2001, doi: 10.1061/(asce)1084-0702(2001)6:5(349). Search in Google Scholar

RAHIMI, H. - HUTCHINSON, A.: Concrete Beams Strengthened with Externally Bonded FRP Plates. J. Compos. Constr., 2001, doi: 10.1061/(asce)1090-0268(2001)5:1(44). Search in Google Scholar

WHITE, T. W. - SOUDKI, K. A. - ERKI, M.-A.: Response of RC Beams Strengthened with CFRP Laminates and Subjected to a High Rate of Loading. J. Compos. Constr., 2001, doi: 10.1061/(asce)1090-0268(2001)5:3(153). Search in Google Scholar

ELSANADEDY, H. M. - ABBAS, H. - AL-SALLOUM, Y. A. - ALMUSALLAM, T. H.: Prediction of Intermediate Crack Debonding Strain of Externally Bonded FRP Laminates in RC Beams and One-Way Slabs. J. Compos. Constr., 2014, doi: 10.1061/(asce)cc.1943-5614.0000462. Search in Google Scholar

CORONADO, C. A. - LOPEZ, M. M.: Sensitivity analysis of reinforced concrete beams strengthened with FRP laminates. Cem. Concr. Compos., 2006, doi: 10.1016/j.cemconcomp.2005.07.005. Search in Google Scholar

Chinese Code CECS, “Technical specification for strengthening concrete structure with carbon fiber reinforced polymer laminate.”2010, p. 237. Search in Google Scholar

JSCE Recommendations, “Recommendations for Upgrading of Concrete Structures With Use of,” Japan Soc. Civ. Eng., 2001. Search in Google Scholar

440.2R-17: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures. 2017. doi: 10.14359/51700867. Search in Google Scholar

LU, X. Z. - TENG, J. G. - YE, L. P. - JIANG, J. J.: Intermediate Crack Debonding in FRPStrengthened RC Beams: FE Analysis and Strength Model. J. Compos. Constr., 2007, doi: 10.1061/(asce)1090-0268(2007)11:2(161). Search in Google Scholar

LÓPEZ-GONZÁLEZ, J. C. - FERNÁNDEZ-GÓMEZ, J. - DÍAZ-HEREDIA, E. - LÓPEZ-AGÜÍ, J. C. - VILLANUEVA-LLAURADÓ, P.: IC debonding failure in RC beams strengthened with FRP: Strain-based versus stress increment-based models. Eng. Struct., 2016, doi: 10.1016/j.engstruct.2016.03.024. Search in Google Scholar

ABED, R. J. - MASHREI, M. A. - SULTAN, A. A.: Evaluating Flexural Strength of RC Beams Strengthened by CFRP using Different Analytical Models. Civ. Environ. Eng., vol. 17, no. 2, 2021, pp. 465–475, doi: 10.2478/cee-2021-0049. Search in Google Scholar

SAID, H. - WU, Z.: Evaluating and Proposing Models of Predicting IC Debonding Failure,” J. Compos. Constr., 2008, doi: 10.1061/(asce)1090-0268(2008)12:3(284). Search in Google Scholar

ARDUINI, M. - DI TOMMASO, A. - NANNI, A.: Brittle failure in FRP plate and sheet bonded beams. ACI Struct. J., 1997, doi: 10.14359/487. Search in Google Scholar

BUYUKOZTURK, O. - HEARING, B.: Failure Behavior of Precracked Concrete Beams Retrofitted with FRP,” J. Compos. Constr., 1998, doi: 10.1061/(asce)1090-0268(1998)2:3(138). Search in Google Scholar

MEIER, U.: Strengthening of structures using carbon fibre/epoxy composites. Constr. Build. Mater., 1995, doi: 10.1016/0950-0618(95)00071-2. Search in Google Scholar

SMITH S. T. - TENG, J. G.: FRP-strengthened RC beams. I: Review of debonding strength models. Eng. Struct., 2002, doi: 10.1016/S0141-0296(01)00105-5. Search in Google Scholar

KARBHARI, V. M. - NIU, H. - SIKORSKY, C.: Review and comparison of fracture mechanics-based bond strength models for FRP-strengthened structures. J. Reinf. Plast. Compos., 2006, doi: 10.1177/0731684406074475. Search in Google Scholar

TOUTANJI, H. - SAXENA, P. - ZHAO, L. - OOI, T.: Prediction of Interfacial Bond Failure of FRP– Concrete Surface. J. Compos. Constr., 2007, doi: 10.1061/(asce)1090-0268(2007)11:4(427). Search in Google Scholar

ASHOUR, A. F. - EL-REFAIE, S. A. - GARRITY, S. W.: Flexural strengthening of RC continuous beams using CFRP laminates. Cem. Concr. Compos., 2004, doi: 10.1016/j.cemconcomp.2003.07.002. Search in Google Scholar

TOUTANJI, H. - ZHAO, L. - ZHANG, Y.: Flexural behavior of reinforced concrete beams externally strengthened with CFRP sheets bonded with an inorganic matrix. Eng. Struct., 2006, doi: 10.1016/j.engstruct.2005.09.011. Search in Google Scholar

ZHAO, L.: Characterizations of rc beams strengthened with carbon fiber sheets. 2005, p. 221. Search in Google Scholar

TENG, J. G. - SMITH, S. T. - YAO, J. - CHEN, J. F.: Intermediate crack-induced debonding in RC beams and slabs. Construction and Building Materials, 2003. doi: 10.1016/S0950-0618(03)00043-6. Search in Google Scholar

LI, X.-H. - WU, G.: Finite-Element Analysis and Strength Model for IC Debonding in FRPStrengthened RC Beams. J. Compos. Constr., 2018, doi: 10.1061/(asce)cc.1943-5614.0000863. Search in Google Scholar

ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19). 2019. Search in Google Scholar

eISSN:
2199-6512
Sprache:
Englisch
Zeitrahmen der Veröffentlichung:
2 Hefte pro Jahr
Fachgebiete der Zeitschrift:
Wirtschaftswissenschaften, Volkswirtschaft, Wirtschaftstheorie, -systeme und -strukturen, Betriebswirtschaft, Branchen, Umweltmanagement