2007
DOI: 10.1080/10286600601159305
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Stochastic evaluation of the damage length in RC beams submitted to corrosion of reinforcing steel

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Cited by 34 publications
(20 citation statements)
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“…While much work has progressed on the timedependent structural reliability of deteriorating structures (e.g., [2][3][4]), there is relatively little work on the spatial modeling of deterioration processes. However, recent work is beginning to focus on the spatial variability of the reinforced and prestressed concrete deterioration process and its effect on corrosion initiation (e.g., [5]), cover cracking [6][7][8][9] and strength predictions due to chloride-induced pitting corrosion (e.g., [10][11][12][13][14][15]). …”
Section: Introductionmentioning
confidence: 99%
“…While much work has progressed on the timedependent structural reliability of deteriorating structures (e.g., [2][3][4]), there is relatively little work on the spatial modeling of deterioration processes. However, recent work is beginning to focus on the spatial variability of the reinforced and prestressed concrete deterioration process and its effect on corrosion initiation (e.g., [5]), cover cracking [6][7][8][9] and strength predictions due to chloride-induced pitting corrosion (e.g., [10][11][12][13][14][15]). …”
Section: Introductionmentioning
confidence: 99%
“…Operations on these functions are time consuming and computationally cumbersome, which is why we employ equivalent models. The application of equivalent models is widespread in design optimization [1][2][3][4][5][6], design space exploration [7][8][9][10], sensitivity analysis [11][12][13], and reliability analysis [14][15][16][17][18].…”
Section: Introductionmentioning
confidence: 99%
“…spatial variability is ignored), then the mean proportion of corrosion damage is p s (t)×100% (Sudret et al 2007). See Stewart et al (2011) andWang et al (2010a,b,c,d) for more details of the probabilistic analysis.…”
Section: Deterioration and Probabilistic Modellingmentioning
confidence: 99%