Numerical cracking and debonding analysis of RC beams reinforced with FRP sheet

Journal of Composites for Construction

Volumn 9, Issue 6, 2005, Pages 507-514

  Kishi, Norimitsu ^a   Zhang, Guangfeng ^a   Mikami, Hiroshi ^b  

^a MURORAN INSTITUTE OF TECHNOLOGY   (Japan)

^b Sumitomo Mitsui Construction Co   (Japan)

Author keywords

Bonding; Concrete beams; Cracking; Failure modes; Fiber reinforced polymers; Numerical models

Indexed keywords

BENDING STRENGTH; BONDING; CRACK INITIATION; ELASTOPLASTICITY; FIBER REINFORCED PLASTICS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE; STIFFNESS;

CONCRETE BEAMS; FAILURE MODES; NUMERICAL MODELS;

CONCRETE BEAMS AND GIRDERS;

EID: 29144491888     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2005)9:6(507)     Document Type: Article

References (16)

1. Arduini, M., Tommaso, A. D., and Nanni, A. (1997). "Brittle failure in FRP plate and sheet bonded beams." ACI Struct. J., 94(4), 363-370.
2. Buyukozturk, O., and Hearing, B. (1998). "Failure behavior of precracked concrete beams retrofitted with FRP." J. Compos. Constr., 2(3), 138-144.
3. Comité Euro-International du Béton-fédération International de la Précontrainte (CEB-FIP) (1993). CEB-FIP model code 1990, design code, Thomas Telford, Lausanne, Switzerland.
4. Chajes, M. J., Finch, W. W., Januszka, T. F., and Thomson, T. A. (1996). "Bond and force transfer of composite material plates bonded to concrete." ACI Struct. J., 93(2), 208-217.
5. DIANA, release 7.2., (2000). Division of Engineering Mechanics and Information Technology, TNO Building and Construction Research, Deflt, The Netherlands.
6. Japan Society of Civil Engineers (2002). "Standard specifications for concrete structures-2002." Structural performance verification, Tokyo, Japan.
7. Kamiharako, A., Shimomura, T., Maruyama, K., and Nishida, H. (1999). "Analysis of bond and debonding behavior of continuous fiber sheet bonded on concrete." J. Mater., Concrete Struct. Pavements, 634(45), 197-208 (in Japanese).
8. Kishi, N., Mikami, H., Matsuoka, K. G., and Kurihashi, Y. (2001). "Failure behavior of flexural strengthened RC beams with AFRP sheet." Proc., 5th Int. Conference on Fiber-Reinforced Plastics for Reinforced Concrete Structures, Cambridge, UK, 87-95.
9. Pesic, N., and Pilakoutas, K. (2003). "Concrete beams with externally bonded flexural FRP-reinforcement: analytical investigation of debonding failure." Composites, Part B, 34, 327-338.
10. Rabinovitch, O., and Frostig, Y. (2001). "High-order approach for the control of edge stresses in RC beams strengthened with FRP strips." J. Struct. Eng., 127(7), 799-809.
11. Teng, J. G., Lu, X. Z., Ye, L. P., and Jiang, J. J. (2004). "Recent research on intermediate crack debonding in FRP-strengthened RC beams." Proc., 4th International Conf. on Advanced Composite Materials in Bridges and Structures (CD-Rom), Calgary, Alberta, Canada.
12. Triantafillou, T. C., and Plevris, N. (1992). "Strengthening of RC beams with epoxy-bonded fibre-composite materials." Mater. Struct., 25, 201-211.
13. Varastehpour, H., and Hamelin, P. (1997). "Strengthening of concrete beams using fiber-reinforced plastics." Mater. Struct., 30, 160-166.
14. Yang, Q. S., Peng, X. R., and Kwan, A. K. H. (2004). "Finite element analysis of interfacial stresses in FRP-RC hybrid beams." Mech. Res. Commun., 31, 331-340.
15. Yoshizawa, H., Wu, Z. S., Yuan, H., and Kanakubo, T. (2000). "Study on FRP-concrete interface bond performance." J. Mater., Concrete Struct. Pavements, 662(49), 105-119 (in Japanese).
16. Zhang, G. F., Kishi, N., and Mikami, H. (2003). "Influence of material properties of FRPS on strength of flexural strengthened RC beams. " Proc., 6th International Symposium on FRP Reinforcement for Concrete Structures, National University of Singapore, Singapore, 327-336.