Closure to “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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Volume 21, Issue 3
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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., 659– 669.
Fawzia, S., Al-Mahaidi, R., Zhao, X. L., and Rizkalla, S.( 2007). “ Strengthening of circular hollow steel tubular sections using high modulus CFRP sheets.” Constr. Build Mater., 21( 4), 839– 845.
Liu, H. B., Xiao, Z. G., Zhao, X. L., and Al-Mahaidi, R.( 2009). “ Prediction of fatigue life for CFRP-strengthened steel plates.” Thin Wall Struct., 47( 10), 1069– 1077.
Liu, H. B., Zhao, X. L., and Al-Mahaidi, R.( 2005). “ The effect of fatigue loading on bonding strength of CFRP bonded steel plate joints.” Proc., Int. Symp. on Bond Behaviour of FRP in Structures, International Institute for FRP in Construction, Hong Kong.
Schnerch, D., and Rizkalla, S.( 2010). “ Closure to ‘Flexural strengthening of steel bridges with high modulus CFRP strips’ by David Schnerch and Sami Rizkalla.” J. Bridge Eng., 118– 118.
Wang, H. T., Wu, G., and Wu, Z. S.( 2014). “ Effect of FRP configurations on the fatigue repair effectiveness of cracked steel plates.” J. Compos. Constr., .
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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: Jul 24, 2016
Accepted: Sep 8, 2016
Published online: Oct 27, 2016
Discussion open until: Mar 27, 2017
Published in print: Jun 1, 2017
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