Reliability assessment of corrosion damaged steel rail bridges

Last updated on 02 September 2014 4:40
Steel bridges are subject to corrosion due to environmental exposure. As a result the load carrying capacity and hence the level of reliability of these structures diminishes with time due to the accumulation of corrosion damage (e.g. section loss). The level of uncertainty about the reliability of the bridge increases...
Author(s): Sarveswaran V;Ward J A;Roberts M B
Organisation(s): Maunsell Limited ;
1999
United Kingdom
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