Performance assessment of concrete bridge deck applying SBRA approach and fem model with regard to chloride ingress
Abstract eng: The effect of cracks on the chloride ingress into bridge decks with epoxy-coated reinforcing steel is studied. A finite element diffusion model in conjunction with a probabilistic method called Simulation-Based Reliability Assessment (SBRA) is used to address the inherited randomness of input variables. Data used for diffusion coefficients and concrete cover depths are based on a study performed on North Eastern the bridges in the U.S.A. and reported in (SOHANGHPURWALA & SCANNELL, 1994).
Contributors:
Publisher:
Institute of Theoretical and Applied Mechanics, AS CR, v.v.i., Prague
Conference Title:
Conference Title:
ENGINEERING MECHANICS 2006
Conference Venue:
Svratka (CZ)
Conference Dates:
2006-05-15 / 2006-05-18
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-12, last modified 2014-11-18
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