DEM meso-damage analysis for double-block ballastless track with non-coincident interlayer contact-Reference-Cited by-同舟云学术

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DEM meso-damage analysis for double-block ballastless track with non-coincident interlayer contact

Published:2024-09-13 Issue: Volume: Page:
ISSN:2196-4378
Container-title:Computational Particle Mechanics
language:en
Short-container-title:Comp. Part. Mech.

Author:

He Jiajun,Liu Weixing,Xu Chang,Xu Tianci,Wang Zhixuan,Zhao Pingrui

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Science and Technology Planning Project of Sichuan Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40571-024-00824-w.pdf

Reference41 articles.

1. He L, Wang J, Wu X, Wang G, Wang Y, Chu H (2023) A novel fatigue cohesive model for interface between ballastless track slab and self-compacting concrete. Constr Build Mater 377:130962. https://doi.org/10.1016/j.conbuildmat.2023.130962

2. Zhu S, Fu Q, Cai C, Spanos PD (2014) Damage evolution and dynamic response of cement asphalt mortar layer of slab track under vehicle dynamic load. Sci China Technol Sci 57:1883–1894. https://doi.org/10.1007/s11431-014-5636-8

3. Xie Y, Fu Q, Zheng K, Yuan Q, Song H (2014) Dynamic mechanical properties of cement and asphalt mortar based on SHPB test. Constr Build Mater 70:217–225. https://doi.org/10.1016/j.conbuildmat.2014.07.092

4. Zhang Y, Wu K, Gao L, Yan S, Cai X (2019) Study on the interlayer debonding and its effects on the mechanical properties of CRTS II slab track based on viscoelastic theory. Constr Build Mater 224:387–407. https://doi.org/10.1016/j.conbuildmat.2019.07.089

5. Zhu S, Wang M, Zhai W, Cai C, Zhao C, Zeng D, Zhang J (2018) Mechanical property and damage evolution of concrete interface of ballastless track in high-speed railway: experiment and simulation. Constr Build Mater 187:460–473. https://doi.org/10.1016/j.conbuildmat.2018.07.163

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