Discussion of “Flexural Strengthening of Steel Bridges with High Modulus CFRP Strips” by David Schnerch and Sami Rizkalla
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 15, Issue 1
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References
Dawood, M., Rizkalla, S., and Sumner, E. (2007). “Fatigue and overloading behavior of steel—concrete composite flexural members strengthened with high modulus CFRP materials.” J. Compos. Constr., 11(6), 659–669.
El Damatty, A. A., Abushagur, M., and Youssef, M. A. (2003). “Experimental and analytical investigation of steel beams rehabilitated using GFRP sheets.” Steel Compos. Struct., 3(6), 421–438.
Rizkalla, S., Dawood, M., and Schnerch, D. (2008). “Development of a carbon fiber reinforced polymer system for strengthening steel structures.” Composites, Part A, 39(2), 388–397.
Sallam, H. E. M., Ahmad, S. S. E., Badawy, A. A. M., and Mamdouh, W. (2006). “Evaluation of steel I-beams strengthened by various plating methods.” Adv. Struct. Eng., 9(4), 535–544.
Sen, R., Liby, L., and Mullins, G. (2001). “Strengthening steel bridge sections using CFRP laminates.” Composites, Part B, 32(4), 309–322.
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© 2010 ASCE.
History
Received: Aug 5, 2008
Accepted: Aug 5, 2008
Published online: Dec 15, 2009
Published in print: Jan 2010
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Civil Engineering Dept., Jazan Univ., Jazan 706, Kingdom of Saudi Arabia; on sabbatical leave from Materials Engineering Dept., Zagazig Univ., Zagazig, 44519, Egypt. E-mail: [email protected]
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