Probabilistic assessment of deterioration and strength of concrete bridge beams and slabs
A probabilistic based assessment procedure for the prediction of the remaining service life of reinforced concrete bridge beams and slabs subject to reinforcement corrosion has been developed. By modelling the corrosion of reinforcement as a two stage process consisting of an initiation period and a...
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Imperial College London
2002
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.540519 |