Probabilistic Time-Dependent Ratio of Cost to Benefit for Silane Treatment on Chloride-Exposed Concrete Structures

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Abstract:

This study presents use of an approach which links the Latin Hypercube technique with Crank-Nicolson based finite difference approach for probabilistic assessment of chloride diffusion through silane-treated concrete. There are six random variables; (1) surface chloride, (2) diffusion coefficient, (3) first application time, (4) subsequent application time, (5) effective duration, and (6) cost of silane treatment. By different application times, three repair strategies are proposed. With silane treatment, the diffusion of chloride ions in silane-treated zone is retarded leading to the extension of the time which the chloride content at a threshold depth reaches the critical value of rebar corrosion and concrete cracking. Based on this extension, the time-dependent risk of rebar corrosion and concrete cracking is defined, and the time-dependent ratio of cumulative cost of silane treatment to benefit (percent reduction of the risk) is calculated. And, the best strategy based on the ratio of cost to benefit is justified.

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Periodical:

Advanced Materials Research (Volumes 931-932)

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478-482

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May 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.L. Page. Mechanism of corrosion protection in reinforced concrete marine structures. Nature. 256 (1975) 514-5.

Google Scholar

[2] A. Petcherdchoo. Time dependent models of apparent diffusion coefficient and surface chloride for chloride ingress in fly ash concrete. Const. and Build. Mat. 38 (2013) 495-507.

DOI: 10.1016/j.conbuildmat.2012.08.041

Google Scholar

[3] A.D. Orcesi, D.M. Frangopol. A stakeholder probability-based optimization approach for cost-effective bridge management under financial constraints. Eng. Struct. 33 (2011) 1439-1449.

DOI: 10.1016/j.engstruct.2010.12.035

Google Scholar

[4] H. Yokota, M. Iwanami. Life cycle management of degraded RC structures in ports and harbors, Proc. of the Int. Work. on Life Cycle Manag. of Coastal Conc. Struct., 2006, pp.59-67.

Google Scholar

[5] A. Petcherdchoo. Maintaining condition and safety of deteriorating bridges by probabilistic models and optimization, PhD. thesis, University of Colorado, Boulder, (2004).

Google Scholar

[6] T. Shimomura. Evaluation of effectiveness of surface protecting materials for concrete by numerical analysis. Int. Work. on Dur. of Reinf. Conc. under Combined Loads, 2005, pp.153-160.

Google Scholar

[7] A. Moriwake. Study on durability and maintenance of reinforced concrete jetty deck against chloride induced deterioration, PhD. thesis, Tokyo Institute of Technology, Tokyo, (1996).

Google Scholar