Investigation of the Fatigue Behaviour of a Ballastless Slab Track–Bridge Structural System under Train Load

Investigation of the Fatigue Behaviour of a Ballastless Slab Track–Bridge Structural System under Train Load

To probe into the time-dependent behaviour of the ballastless track−bridge structural system under train load, based on the import of the static and fatigue damage constitutive model of materials to simulate damage deterioration of the structural system and interface cohesive zone model to...

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Bibliographic Details
Main Authors: Lingyu Zhou, Linqi Yang, Zhi Shan, Xiusheng Peng, Akim D. Mahunon
Format: Article
Language:English
Published: MDPI AG 2019-09-01
Series:Applied Sciences
Subjects:
ballastless track–bridge structural system
constitutive model
fatigue damage
finite element analysis
fatigue performance
cement-emulsified asphalt mortar
Online Access:https://www.mdpi.com/2076-3417/9/17/3625

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https://www.mdpi.com/2076-3417/9/17/3625

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