Performance Evaluation of Concrete Bridge Deck Affected by Chloride Ingress-Reference-Cited by-同舟云学术

Performance Evaluation of Concrete Bridge Deck Affected by Chloride Ingress

Published:2007-01 Issue:1 Volume:2028 Page:3-8
ISSN:0361-1981
Container-title:Transportation Research Record: Journal of the Transportation Research Board
language:en
Short-container-title:Transportation Research Record

Author:

Konečný P.¹,Tikalsky P. J.²,Tepke D. G.³

Affiliation:

1. VŠB, Technical University Ostrava, L. Podéště 1875, 708 33, Ostrava-Poruba, Czech Republic.

2. Department of Civil and Environmental Engineering, University of Utah, Suite 104, 122 South Central Campus Drive, Salt Lake City, UT 84112-0561.

3. Pennsylvania State University, 3127 Research Drive, State College, PA 16801.

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.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.3141/2028-01

Reference20 articles.

1. Penetration of Chloride Ions into Cement Pastes and Concretes

2. An overview and sensitivity study of a multimechanistic chloride transport model

3. Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. The Influence of Corrosion Processes on the Degradation of Concrete Cover;Materials;2024-03-19

2. Variation of Durability and Strength Parameters of Pumice Based Mixtures;Materials;2021-07-01

3. The Effect of the Variation of Input Parameters on the Onset of Corrosion of the Bridge Deck Exposed to Chlorides Considering Selected Reinforcement Protection;Key Engineering Materials;2020-02

4. Numerical model of time-dependent diffusion of chlorides in the concrete based on 2D four-node isoparametric element;MATEC Web of Conferences;2020

5. Effect of cracking and randomness of inputs on corrosion initiation of reinforced concrete bridge decks exposed to chlorides;Frattura ed Integrità Strutturale;2016-12-15