Numerical simulation for train–track–bridge dynamic interaction considering damage constitutive relation of concrete tracks

In this work, a novel and practical method is developed to depict the track slab damage and residual strain evolution, where the concrete damage constitutive relation of track slabs is considered within the train–track–bridge dynamics framework. A three-step strain method is presented to judge the l...

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Bibliographic Details
Published inArchives of Civil and Mechanical Engineering Vol. 21; no. 3; p. 116
Main Authors Xu, Lei, Yu, Zhiwu, Shan, Zhi
Format Journal Article
LanguageEnglish
Published London Springer London 23.07.2021
Springer Nature B.V
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