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- W2335358781 abstract "Deterioration of structural concrete may be caused either by chemical orphysical effects. Corrosion of embedded steel is a major cause of deterioration ofconcrete structures at the present time. This lead to structural weakening due toloss of steel cross-section, surface staining, cracking or spalling and delaminationof concrete and then gradually reduces the service life of the reinforced concretestructures. The most biggest problem is concerned with the structural integrity andsafety of reinforced concrete structures by reducing the load carrying capacity.This project was to assess the degree of corrosion on reinforced concretestructure and estimating the residual service life. It was conducted based onelectrochemical methods. These methods include galvanostatic pulse method andlinear polarization method. A Non-Destructive Test techniques called GalvaPulsewas used in this study. These equipments allow us to determine the degree ofcorrosion, rate of corrosion and interpret the result in corrosion mapping.From the results, assessment on the validation of corrosion in short andlong terms by using predictive models are discussed." @default.
- W2335358781 created "2016-06-24" @default.
- W2335358781 creator A5007553926 @default.
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- W2335358781 date "2005-10-01" @default.
- W2335358781 modified "2023-09-23" @default.
- W2335358781 title "Corrosion assessment on reinforced concrete and its service life prediction" @default.
- W2335358781 hasPublicationYear "2005" @default.
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