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- W2079881176 abstract "This paper discusses mechanical degradation of bridge decks as a result of steel depassivation using concepts on nonlinear fracture mechanics. Following sufficient chloride ingress or carbonation, steel corrodes and there is a volumetric expansion which results in radial cracks. The crack can then be infiltrated by water which freezes and further extends the cracks. This phenomenon severely affects bridge deck serviceability, but not necessarily load carrying capability, and will eventually result in spalling." @default.
- W2079881176 created "2016-06-24" @default.
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- W2079881176 date "2003-11-18" @default.
- W2079881176 modified "2023-09-23" @default.
- W2079881176 title "Numerical Simulation of Reinforced Concrete Deterioration due to Steel Corrosion, Freezing-Thawing and Mechanical Load Effects" @default.
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- W2079881176 doi "https://doi.org/10.1061/40707(240)19" @default.
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