Modelling of Deterioration Effects on Concrete Structures

B. Teplý

Abstract


In order to predict the service life of concrete structures models for deterioration effects are needed. This paper has the form of a survey, listing and describing such analytical models, namely carbonation of concrete, ingress of chlorides, corrosion of reinforcing steel and prestressing tendons. The probabilistic approach is applied.

Keywords


concrete structures; service life; reinforcement; tendons; carbonation; corrosion; chloride ingress

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ISSN 1210-2709 (Print)
ISSN 1805-2363 (Online)
Published by the Czech Technical University in Prague