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In the paper the results of experimental and FEA study of simple supported RC beams strengthened by means of the CFRP strips are presented. The beams were tested to investigate the effectiveness of such strengthening in terms of their load carrying capacity. All beams were divided into groups which differed from each other by the level of applied load before application of strips on their bottom surfaces. The main goal of the study was assessment of effectiveness of strengthening at different preloading states. The beams then were analyzed by the Finite Element Method (FEM). The validation of the FEM models was performed and good agreement between experimental results and those obtained in numerical analyzes was observed.
Czasopismo
Rocznik
Tom
Strony
376--388
Opis fizyczny
Bibliogr. 28 poz., rys., tab., wykr.
Twórcy
autor
- Poznan University of Technology, Faculty of Civil and Environmental Engineering, ul. M. Skłodowskiej-Curie 5, 60-695 Poznań, Poland
Bibliografia
- [1] I. Jankowiak, Effectiveness of strengthening of RC bridge beams using composite materials. PhD thesis, Poznan University of Technology, Poznan, 2010 (in Polish).
- [2] I. Jankowiak, Experimental verification of numerical models of reinforced concrete beams reinforced with FRP strips, Inżynieria i Budownictwo 10 (2007) (in Polish).
- [3] I. Jankowiak, A. Madaj, Numerical study of strengthening of concrete beams with composite material, w monografii, Problemy naukowo-badawcze budownictwa, t.2 Konstrukcje budowlane i inżynierskie, Wydawnictwo Politechniki Białostockiej, Białystok 2007 (in Polish).
- [4] R. Kotynia, Influence of formation composite CFRP external reinforcement for the strengthening effectiveness of reinforced concrete beams, Inżynieria i Budownictwo 1 (2005) (in Polish).
- [5] J.G. Teng, J.F. Chen, S.T. Smith, L. Lam, FRP-strengthened RC Structures, John Wiley&Sons LTD, Chichester, England, 2002.
- [6] J.F. Bonacci, M. Maalej, Externally bonded fiber-reinforced polymer for rehabilitation of corrosion damaged concrete beams, ACI Structural Journal 97 (5) (2000) 703–711.
- [7] M. Shahawy, O. Chaallal, T.E. Beitelman, A. El-Saad, Flexural strengthening with carbon fiber-reinforced polimer composites of preloaded full-scale girders, ACI Structural Journal 98 (5) (2001) 735–743.
- [8] S. Yeong-soo, L. Chadon, Flexural behavior of reinforced concrete beams strengthened with carbon fiber-reinforced polymer laminates at different levels of sustaining load, ACI Structural Journal 100 (2) (2003) 231–240.
- [9] E. Przybyłowicz, G. Słowek, Effectiveness of the strengthening of reinforced concrete beams CFRP strips, Konferencja naukowa Trwałość i skuteczność napraw obiektów budowlanych, Poznań 27–28 (2006) 11.
- [10] W. Wenwei, L. Guo, Experimental study and analysis of RC beams strengthened with CFRP laminates under sustaining load, International Journal of Solids and Structures 43 (2006) 1372–1387.
- [11] O. Benjeddou, M.B. Ouezdou, A. Bedday, Damaged RC beams repaired by bonding of CFRP laminates, Construction and Building Materials 21 (6) (2007) 1301–1310.
- [12] F. Buyle-Bodin, E. David, E. Ragneau, Finite element modelling of flexural behaviour of exernally bonded CFRP reinforced concrete structures, Engineering Structures 24 (2002) 1423–1429.
- [13] V.M. Karbhari, H. Niu, FE investigation of material and preload parameters on FRP strengthening performance of RC beams I: model development, Journal of Reinforced Plastics and Composites 27 (5) (2008) 507–522.
- [14] V.M. Karbhari, H. Niu, FE Investigation of Material land Preload Parameters on FRP strengthening performance of RC beams II: results, Journal of Reinforced Plastics and Composites 27 (12) (2008) 1245–1267.
- [15] CEB-FIP Model Code 1990, Biulletin D’Information, No. 213/214, CEB Comite Euro-International du Beton, May 1993.
- [16] DIN 1045-1, 1997, Tragwerke aus Beton, Stahlbeton und Spannbeton, Teil 1: ‘‘Bemessung und Konstruktion’’.
- [17] ABAQUS 6.9 Documentation, & Dassault Systemes, 2009, USA.
- [18] J. Lee, G.L. Fenves, Plastic-damage model for cyclic loading of concrete structures, Journal of Engineering Mechanics 124 (8) (1998) 892–900.
- [19] J. Lubliner, J. Oliver, S. Oller, E. Onate, A plastic-damage model for concrete, International Journal of Solids and Structures 25 (3) (1989) 299–326.
- [20] S. Oller, E Onate, J. Oliver, J. Lubliner, Finite element nonlinear analysis of concrete structures using a plastic-damage model, Engineering Fracture Mechanics 35 (1990) 219–231.
- [21] Lee K., Al-Mahaidi R., Taplin G., Non-linear Finite Element modelling of shear-damaged concrete T-beams Repaired with CFRP laminates, International Composites Conference (ACUN-2), 2nd, 2000, Sydney, New South Wales, Australia, 2000, pp. 253–258.
- [22] Q.S. Yang, X.R. Peng, A.K.H. Kwan, Finite element analysis of interfacial stresses in FRP-RC hybrid beams Mechanics Research Communications 31, Elsevier Science Ltd., 2004 331–340.
- [23] M.M. Rafi, A. Nadjai, F. Ali, Analytical modeling of concrete beams reinforced with carbon FRP bars, Journal of Composite Materials 41 (22) (2007).
- [24] A. Hillerborg, M. Modeer, P.E. Petersson, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements Cement and Concrete Research, 6, Pergamon Press Inc, USA, 1976 773–782.
- [25] D.A. Hordijk, Local approach to fatigue of concrete PhD Thesis, Delft University of Technology, 1991.
- [26] F.H. Wittmann, K. Rokugo, E. Bruhwiler, H . Mihashi, P. Simonin, Fracture energy and strain softening of concrete as determined by means of compact tension specimens, Materials and Structures 21 (1988) 21–32.
- [27] Y. Dong, M. Zhao, F. Ansari, Failure Characteristics of Reinforced Concrete Beams Repaired with CFRP Composites, in Proceedings of the Third International Conference on Composites in Infrastructure (ICCI’02), June 10–12, 2002, San Francisco, California, pp. 51–65.
- [28] ACI 440.2R-02. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, Reported by ACI Committee 440, 2002.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-b009fa2d-dcaa-45ae-b8fc-eaa1cfc24da8