A nonlinear and fractional derivative viscoelastic model for rail pads in the dynamic analysis of coupled vehicle–slab track systems-Reference-Cited by-同舟云学术

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A nonlinear and fractional derivative viscoelastic model for rail pads in the dynamic analysis of coupled vehicle–slab track systems

Published:2015-01 Issue: Volume:335 Page:304-320
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Zhu Shengyang^ORCID,Cai Chengbiao,Spanos Pol D.

Funder

National Key Basic Research Program of China (“973” Program)

Science and Technology Development Program of China Railway Corporation

Funds from China Scholarship Council

2013 Cultivation Program for the Excellent Doctoral Dissertation of Southwest Jiaotong University

Innovative Practice Program for Graduate Students of Southwest Jiaotong University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference40 articles.

1. Modern Railway Track;Esveld,2001

2. Vibrations induced by HST passage on ballast and non-ballast tracks;Galvin;Soil Dynamics and Earthquake Engineering,2010

3. Damage evolution and dynamic response of cement asphalt mortar layer of slab track under vehicle dynamic load;Zhu;Science China Technological Sciences,2014

4. A simplified methodology to predict the dynamic stiffness of carbon-black filled rubber isolators using a finite element code;Gil-Negrete;Journal of Sound and Vibration,2006

5. The dynamic response of slab track constructions and their benefit with respect to conventional ballasted track;Bezin;Vehicle System Dynamics,2010

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