Discussion of “Bridge Remaining Strength Prediction Integrated with Bayesian Network and In Situ Load Testing” by Yafei Ma, Lei Wang, Jianren Zhang, Yibing Xiang, and Yongming Liu
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Bridge Engineering
Volume 20, Issue 10
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References
Al-Harthy, A. S., Stewart, M. G., and Mullard, J. (2011). “Concrete cover cracking caused by steel reinforcement corrosion.” Mag. Concr. Res., 63(9), 655–667.
Castel, A., François, R., and Arliguie, G. (2000). “Mechanical behaviour of corroded reinforced concrete beams—Part 1: Experimental study of corroded beams.” Mater. Struct., 33(9), 539–544.
Galasso, C., Maddaloni, G., Cosenza, E. (2014). “Uncertainty analysis of flexural overstrength for capacity design of RC beams.” J. Struct. Eng., 04014037.
Oh, B. H., Kim, K. H., and Jang, B. S. (2009). “Critical corrosion amount to cause cracking of reinforced concrete structures.” ACI Mater. J., 106(4), 333–339.
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Published In
Journal of Bridge Engineering
Volume 20 • Issue 10 • October 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Aug 2, 2014
Accepted: Sep 16, 2014
Published online: Mar 12, 2015
Discussion open until: Aug 10, 2015
Published in print: Oct 1, 2015
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José R. Martí-Vargas 1
Professor, Institute of Concrete Science and Technology (ICITECH), Univ. Politècnica de València, 4G, Camino de Vera s/n, 46022, Valencia, Spain. E-mail: [email protected]
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