Fatigue reliability evaluation of aging prestressed concrete bridge accounting for stochastic traffic loading and resistance degradation

Fatigue damage accumulation is a critical factor resulting in the failure of prestressed concrete (PC) bridges. The fatigue damage is usually caused by the coupled effect of cyclic vehicle loading and environmental corrosion. This study investigated probabilistic fatigue damage on aging PC bridges c...

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Bibliographic Details
Published inAdvances in structural engineering Vol. 24; no. 13; pp. 3021 - 3029
Main Authors Luo, Yuan, Zheng, Hui, Zhang, Haiping, Liu, Yang
Format Journal Article
LanguageEnglish
Published London, England SAGE Publications 01.10.2021
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