Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures
This paper presents a spatial time-dependent reliability analysis to predict the likelihood and extent of cracking for reinforced concrete structures exposed to chloride ion attack. A reinforced concrete surface is discretised into a large number of smaller elements and random field methods used to...
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Veröffentlicht in: | Engineering structures 2007-07, Vol.29 (7), p.1457-1464 |
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Format: | Artikel |
Sprache: | eng |
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