Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method

The vibration induced by the high-speed railway (HSR) system has been a severe problem during the construction and operation period. To investigate the vibration-energy properties of the China Railways Track System (CRTS)-III track, a vehicle-track-subgrade coupling model is developed, in which the...

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Main Authors: Hanwen Jiang, Liang Gao
Format: Article
Language:English
Published: MDPI AG 2020-01-01
Series:Symmetry
Subjects:
Online Access:https://www.mdpi.com/2073-8994/12/1/69
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spelling doaj-d4b99795f47949a3b73a9082fea1822a2020-11-25T02:23:44ZengMDPI AGSymmetry2073-89942020-01-011216910.3390/sym12010069sym12010069Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow MethodHanwen Jiang0Liang Gao1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaThe vibration induced by the high-speed railway (HSR) system has been a severe problem during the construction and operation period. To investigate the vibration-energy properties of the China Railways Track System (CRTS)-III track, a vehicle-track-subgrade coupling model is developed, in which the distribution of the tangent force is symmetrical according to the FASTSIM theory, and the power flow method is utilized. What’s more, the corresponding evaluation indexes of the power flow are proposed to analyze the vibration energy of the track structure. The results reveal that the vibration energy decreases from top to bottom of the track structure among the frequency considered, and the decreasing trend is obvious. The vibration energy of the track structure is sensitive to the stiffness of fasteners. Differently, the vibration energy of the composite slab and the base slab is more sensitive to the stiffness of rubber damping pads than that of the rail. To sum up, this paper can provide a new perspective and method to study the vibration-energy properties and select the reasonable stiffness of the fasteners and the rubber damping pads of the CRTS-III track, and the proposed values of the stiffness of the fasteners and the rubber damping pads for the case under this study are 40 kN/mm and 400 MPa/m, respectively.https://www.mdpi.com/2073-8994/12/1/69crts-iii trackpower flowvehicle-track-subgrade coupling dynamicsvibration-energy properties
collection DOAJ
language English
format Article
sources DOAJ
author Hanwen Jiang
Liang Gao
spellingShingle Hanwen Jiang
Liang Gao
Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
Symmetry
crts-iii track
power flow
vehicle-track-subgrade coupling dynamics
vibration-energy properties
author_facet Hanwen Jiang
Liang Gao
author_sort Hanwen Jiang
title Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
title_short Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
title_full Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
title_fullStr Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
title_full_unstemmed Study of the Vibration-Energy Properties of the CRTS-III Track Based on the Power Flow Method
title_sort study of the vibration-energy properties of the crts-iii track based on the power flow method
publisher MDPI AG
series Symmetry
issn 2073-8994
publishDate 2020-01-01
description The vibration induced by the high-speed railway (HSR) system has been a severe problem during the construction and operation period. To investigate the vibration-energy properties of the China Railways Track System (CRTS)-III track, a vehicle-track-subgrade coupling model is developed, in which the distribution of the tangent force is symmetrical according to the FASTSIM theory, and the power flow method is utilized. What’s more, the corresponding evaluation indexes of the power flow are proposed to analyze the vibration energy of the track structure. The results reveal that the vibration energy decreases from top to bottom of the track structure among the frequency considered, and the decreasing trend is obvious. The vibration energy of the track structure is sensitive to the stiffness of fasteners. Differently, the vibration energy of the composite slab and the base slab is more sensitive to the stiffness of rubber damping pads than that of the rail. To sum up, this paper can provide a new perspective and method to study the vibration-energy properties and select the reasonable stiffness of the fasteners and the rubber damping pads of the CRTS-III track, and the proposed values of the stiffness of the fasteners and the rubber damping pads for the case under this study are 40 kN/mm and 400 MPa/m, respectively.
topic crts-iii track
power flow
vehicle-track-subgrade coupling dynamics
vibration-energy properties
url https://www.mdpi.com/2073-8994/12/1/69
work_keys_str_mv AT hanwenjiang studyofthevibrationenergypropertiesofthecrtsiiitrackbasedonthepowerflowmethod
AT lianggao studyofthevibrationenergypropertiesofthecrtsiiitrackbasedonthepowerflowmethod
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