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Durability performance of submerged concrete structures - phase 2.

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English


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  • Abstract:
    This project determined that severe corrosion of steel can occur in the submerged ; portions of reinforced concrete structures in marine environments. Field studies of decommissioned ; pilings from Florida bridges revealed multiple instances of strong corrosion localization, showing ; appreciable local loss of steel cross-section. Quantitative understanding of the phenomenon and its ; causes has been developed, and a predictive model was created based on that understanding. ; Corrosion rate estimates and the extent of corrosion localization from the field observations were ; consistent with the results of the predictive model. The most likely explanation for the phenomenon is ; that cathodic reaction rates under oxygen diffusional limitation that are negligible in cases of uniform ; corrosion can support substantial corrosion rates in cases of localized corrosion. Modeling projected ; that, with use of sacrificial anode cathodic protection, corrosion in the submerged zone could be ; virtually eliminated, together with significant reduction of the rate of corrosion damage progression in ; the low elevation zone above water. Continuation work should be conducted to define an alternative ; limit state other than visible external cracks and spalls for submerged reinforced concrete, and for ; determination of the possible structural consequences of this form of corrosion, as well as to assess ; the technical feasibility and cost/benefit aspects of incorporating protective anodes in new pilings.
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    Filetype[PDF - 3.12 MB]
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  • Main Document Checksum:
    urn:sha256:c5b26d7b4e435ef8fe4657f95017376e0351b85dba26e92a352dd0ee12bb921e
File Language:
English
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