Performance evaluation of concrete bridge deck affected by chloride ingress: simulation-based reliability assessment and finite element modeling

dc.contributor.author	Konečný, Petr
dc.contributor.author	Tikalsky, Paul J.
dc.contributor.author	Tepke, David G.
dc.date.accessioned	2008-03-03T09:16:55Z
dc.date.available	2008-03-03T09:16:55Z
dc.date.issued	2007
dc.description.abstract	Modeling is presented for the effect of cracks on chloride ingress into bridge decks with epoxy-coated reinforcing steel. A finite element diffusion model is used in conjunction with a Monte Carlo probabilistic method to address the inherited randomness of input variables. Field data from New York and Pennsylvania bridge decks under service are used to derive the distributions of diffusion coefficients and concrete cover depths under common specifications and construction practices for bridges in the northeastern United States.	en
dc.identifier.citation	Transportation Research Record. 2007, vol. 2028, p 3-8.	en
dc.identifier.doi	10.3141/2028-01
dc.identifier.issn	0361-1981
dc.identifier.location	Není ve fondu ÚK	en
dc.identifier.uri	http://hdl.handle.net/10084/64939
dc.identifier.wos	000253002500001
dc.language.iso	en	en
dc.publisher	Transportation Research Board of the National Academies	en
dc.relation.ispartofseries	Transportation Research Record	en
dc.relation.uri	http://dx.doi.org/10.3141/2028-01	en
dc.title	Performance evaluation of concrete bridge deck affected by chloride ingress: simulation-based reliability assessment and finite element modeling	en
dc.type	article	en

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