Prediction of Bond Strength of FRP-Concrete Based on Multiple Linear Regression Method

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Abstract:

External bonding of fiber reinforced polymer (FRP) plates or sheets composites has become a popular technique for strengthening concrete structures all over the world. The bond strength between FRP and concrete is a key factor controlling debonding failure of various forms in FRP-strengthened concrete structures. Based on the test data, the bond strength model of FRP-concrete was proposed using multiple linear regression and dimensional analysis, in which the effect of multiple factors on dependent was considered. Finally, the proposed model was verified through the test data, and then compared with 12 bond strength models have been found in the existing literature. The result shows that the proposed model has a better accuracy. It can be used to predict the bond strength of FRP-concrete.

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Advanced Materials Research (Volumes 163-167)

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3623-3628

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Bizindavyi L, and Neale K.W. Journal of Composites for Construction, Vol. 3(1999), pp.153-160.

Google Scholar

[2] Seracino R. FRP Composites in Civil Enginnring, 2001, pp.365-372.

Google Scholar

[3] Zhao L. Graduation Thesis, Department of Civil and Environmental Engineering, and University of Alabama in Huntsville, Alabama, USA , (2005).

Google Scholar

[4] Adhikary B. B, and Mutsuyoshi, H. Proceeding of the 5th International Symposium on Fiber Reinforced Concrete Structures, Cambridge, 2001, pp.371-378.

Google Scholar

[5] Nakaba K, Kanakubo T, Furuta T. ACI Structural Journal, Vol. 98(2001), pp.359-367.

Google Scholar

[6] Kamiharako. A, Shimomura, T, Maruyama, K., and Nishida,H. Journal of Materials, Concrete Structures and Pavements, JSCE, 634, 1999, pp.197-208.

Google Scholar

[7] Yao J, Teng J. G, and Chen J.F. Composites Part B, Vol. 36(2005), pp.99-113.

Google Scholar

[8] Lu X. Z , Teng J. G, Ye L. P and Jiang, J J, Engineering Structures, Vol. 27(2005), pp.920-937.

Google Scholar

[9] Sharma S. K, Ali M.S. M, Goldar A. D and Slkdar P. K. Composites Part B(2005), pp.1-10.

Google Scholar

[10] Fu-quan X. U, Jian-guang G and Yu C. FRP composites in Civil Engineering, 2001, pp.357-364.

Google Scholar

[11] Taljsten B. international Journal of Fracture, Vol. 82(1996), pp.253-266.

Google Scholar

[12] Maeda T, Asano Y, Sato Y, Ueda T and Kakuta Y. Proceeding of the 3rd international symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Japan Concrete Institute, Sapporo, Japan, Vol. 1(1997), pp.279-285.

DOI: 10.1007/bf02480431

Google Scholar

[13] Chajes M. J, Finch Jr, W. W and Janiszka T.F. ACI Structural Journal, Vol. 93(1996), pp.208-217.

Google Scholar

[14] Tan Z. Graduation Thesis, Tsinghua University, China(2002). [ in chinese].

Google Scholar

[15] Zhao H. D, Zhang Y and Zhao, M. Proceedings of the 1st Conference on FRP Concrete Structures of China, 2000, pp.247-253.

Google Scholar

[16] Takeo K, Matsushita H, Makizumi T and Nagashima G. proceedings of the Japan Concrete Institute, Vol. 19(1997), pp.1599-1604.

Google Scholar

[17] Ren H. T. Graduation Thesis, Dalian University of technology, China(2003).

Google Scholar

[18] Ueda T, Sato Y and Asano Y. Proceedings of the 4th International Symposium on Fiber Reinforced Polymer Reeinforcement for Reinforced Concrete Structures SP-188, American Concrete Institute, 1999, pp.407-416.

DOI: 10.14359/5619

Google Scholar

[19] Wu Z. S , Yuan H, Hiroyuki Y and Toshiyuki, K. ACI International Sp-201-8, 2001, pp.133-52.

Google Scholar

[20] Tanaka T. Graduation thesis. Japan, Hokkaido University(1996).

Google Scholar

[21] Hiroyuki Y, Wu Z. Proc. of 3rd international symposium on non-metallic (FRP) reinforcement for concrete structures, vol. 1(1997), p.284–294.

Google Scholar

[22] van Gemert D. International Journal of Adhesion and Adhesives; Vol. 1(1980), p.67–72.

Google Scholar

[23] Neubauer U, Rostasy FS. Proc. of 7th international conference on structural faults and repair, vol. 2. Edinburgh (Scotland): ECS Publications, 1997. p.109–18.

Google Scholar

[24] Khalifa A, Gold WJ, Nanni A. Journal of Composites for Construction, ASCE . Vol. 2(1998), pp.195-203.

Google Scholar

[25] Yang Y. X, Yue QR, Hu YC. Journal of Building Structures. vol. 22( 2001), p.36–42. [in Chinese].

Google Scholar

[26] Chen J. F, Teng J. G. Journal of Structural Engineering, ASCE 2001, Vol. 127, 2001, p.784–791.

Google Scholar

[27] JCI. Technical report of technical committee on retrofit technology. In: Proc., international symposium on latest achievement of technology and research on retrofitting concrete structures. (2003).

Google Scholar

[28] Brosens K, van Gemert D. Proc. of 4th international symposium on fiber reinforced polymer reinforcement for reinforced concrete structures, Farmington Hills (MI), 1999. p.635–645.

DOI: 10.14359/5619

Google Scholar