The Effect of the Variation of Input Parameters on the Onset of Corrosion of the Bridge Deck Exposed to Chlorides Considering Selected Reinforcement Protection
Keyword(s):
The contribution focuses on the effect of selected input parameters on probabilistic estimation of chloride induced reinforced concrete bridge deck corrosion initiation. The reinforced concrete bridge deck with steel protected by epoxy-coating is considered. A finite element diffusion model in conjunction with a probabilistic method using Monte Carlo technique is used to address the inherited randomness of input variables. Presented parametric study shows the sensitivity of estimation of the corrosion initiation likelihood on variation of input parameters.
2014 ◽
Vol 1004-1005
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pp. 1474-1477
2010 ◽
Vol 163-167
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pp. 1139-1142
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2008 ◽
Vol 93
(3)
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pp. 394-409
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2006 ◽
Vol 20
(8)
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pp. 515-526
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