Fatigue Performance of CRTS III Slab Ballastless Track Structure un-der High-speed Train Load Based on Concrete Fatigue Damage Constitu-tive Law-Reference-Cited by-同舟云学术

Fatigue Performance of CRTS III Slab Ballastless Track Structure un-der High-speed Train Load Based on Concrete Fatigue Damage Constitu-tive Law

Published:2018-05-31 Issue:5 Volume:16 Page:233-249
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Yu Zhiwu¹,Xie Ying²,Shan Zhi²,Li Xiao²

Affiliation:

1. National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha, China.

2. Central South University, Changsha, China.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/16/5/16_233/_pdf

Reference45 articles.

1. 1) Abu Al-Rub, R. K. and Voyiadjis, G. Z., (2003). “On the coupling of anisotropic damage and plasticity models for ductile materials.” Intern. J. Sol. Struct., 40, 2611-2643.

2. 2) Bazant, Z. P. and Hubler, M. H., (2014). “Theory of cyclic creep of concrete based on Paris law for fatigue growth of subcritical microcracks,” J. Mech. Phys. Sol., 63, 187-200.

3. 3) China National Standard, (2011). “Rails for high speed railway.” TB/T 3276-2011.

4. 4) China National Standards, (2013a). “Provisional technical regulations of self-compacting concrete of CRTS III slab ballastless track in high speed railway.” TJ/GW 112-2013.

5. 5) China National Standards, (2013b). “Provisional technical regulations of geotextile for isolation layer of CRTS III slab ballastless track in high speed railway.” TJ/GW 113-2013.

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