Discussion of “Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations” by Hai-Tao Wang, Gang Wu, and Jian-Biao Jiang
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VIEW THE ORIGINAL ARTICLEAuthors: Amr A. Abd-Elhady [email protected] and Hossam El-Din M. Sallam [email protected]Author Affiliations
Publication: Journal of Composites for Construction
Volume 21, Issue 3
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References
Abd-Elhady, A. A., and Sallam, H. E. M. (2015). “Crack sensitivity of bolted metallic and polymeric.” Eng. Fract. Mech., 147(1), 55–71.
Naga, S. R., Fouad, M. A., Abdel-Raof, H., and Sallam, H. E. M. (1991). “An experimental investigation into FCG in stiffened panels.” 5th Int. Conf. on Mechanical Design and Production (MDP), Cairo Univ., Cairo, Egypt, 385–394.
Sallam, H. E. M. (1999). “A finite element analysis of fatigue crack arresters in steel structures.” Univ. of Sheffield, Sheffield, U.K.
Sallam, H. E. M. (2010). “Discussion of ‘Flexural strengthening of steel bridges with high modulus CFRP strips’ by David Schnerch and Sami Rizkalla.” J. Bridge Eng., 117–117.
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Published In
Journal of Composites for Construction
Volume 21 • Issue 3 • June 2017
Copyright
©2016 American Society of Civil Engineers.
History
Received: May 6, 2016
Accepted: Jun 29, 2016
Published online: Oct 27, 2016
Discussion open until: Mar 27, 2017
Published in print: Jun 1, 2017
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Affiliations
Associate Professor, Dept. of Mechanical Design, Faculty of Engineering, Helwan Univ., Cairo 11718, Egypt. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Faculty of Engineering, Jazan Univ., Jazan 706, Kingdom of Saudi Arabia; Dept. of Materials Engineering, Zagazig Univ., Zagazig 44519, Egypt (corresponding author). E-mail: [email protected]
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