Zobrazit minimální záznam

dc.contributor.authorKonečný, Petr
dc.contributor.authorTikalsky, Paul J.
dc.contributor.authorTepke, David G.
dc.date.accessioned2008-03-03T09:16:55Z
dc.date.available2008-03-03T09:16:55Z
dc.date.issued2007
dc.identifier.citationTransportation Research Record. 2007, vol. 2028, p 3-8.en
dc.identifier.issn0361-1981
dc.identifier.urihttp://hdl.handle.net/10084/64939
dc.description.abstractModeling 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.language.isoenen
dc.publisherTransportation Research Board of the National Academiesen
dc.relation.ispartofseriesTransportation Research Recorden
dc.relation.urihttp://dx.doi.org/10.3141/2028-01en
dc.titlePerformance evaluation of concrete bridge deck affected by chloride ingress: simulation-based reliability assessment and finite element modelingen
dc.typearticleen
dc.identifier.locationNení ve fondu ÚKen
dc.identifier.doi10.3141/2028-01
dc.identifier.wos000253002500001


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