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
Hauptverfasser: Stewart, Mark G., Mullard, John A.
Format: Artikel
Sprache:eng
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