Performance-based Service-life Design According to DuraCrete

Performance-based Service-life Design According to DuraCrete [Pg.178]

King Fahd Causeway (Saudi Arabia-Bahrain) 75 [Pg.178]

The results from DuraCrete [21] are given as a set of design equations based on [Pg.179]

Applying these design equations allows calculation of the failure probabihty of preset performances of the structure as a function of time. The acceptable failure probability depends on the severity of the damage. [Pg.179]

The degradation models for corrosion initiation include carbonation and chloride penetration as a function of time and variables related to concrete composition, external conditions and so on. A corrosion propagation model is also included. [Pg.179]

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