Performance Evaluation of Concrete Bridge Deck Affected by Chloride Ingress
Simulation-Based Reliability Assessment and Finite Element Modeling
| Author(s): |
P. Konecny
P. J. Tikalsky D. G. Tepke |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Transportation Research Record: Journal of the Transportation Research Board, January 2007, n. 1, v. 2028 |
| Page(s): | 3-8 |
| DOI: | 10.3141/2028-01 |
| 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. |
- About this
data sheet - Reference-ID
10778210 - Published on:
12/05/2024 - Last updated on:
12/05/2024
Structurae cooperates with
