2011Journal of Jiamusi UniversityRequires access

Damping Properties Analysis of Non-ballasted Track of Elastic Support Block

Xinjun Wu

Open publisher page 0 citations

Abstract

The elastic supporting piece of track structure model was simulated by means of ANSYS finite element software.In the model DTIII2 buckles,the elastic supporting piece of the track was used to support the elastic supporting the load of the DTIII2 buckles under the wheel/rail force.Through the combination of a residential area underground rail vibration,the site selection for different points of vibration response was calculated.The results show that in the model,the ground vibration response value is accord with the measured data results,while the track and tunnel in vibration response value of measuring point is slightly higher than the measured data.

About this research paper

What this paper is about

The elastic supporting piece of track structure model was simulated by means of ANSYS finite element software.In the model DTIII2 buckles,the elastic supporting piece of the track was used to support the elastic supporting the load of the DTIII2 buckles under the wheel/rail force.Through the combination of a residential area underground rail vibration,the site selection for different points of vibration response was calculated.The results show that in the model,the ground vibration response value is accord with the measured data results,while the track and tunnel in vibration response value of measuring point is slightly higher than the measured data.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The elastic supporting piece of track structure model was simulated by means of ANSYS finite element software.In the model DTIII2 buckles,the elastic supporting piece of the track was used to support the elastic supporting the load of the DTIII2 buckles under the wheel/rail force.Through the combination of a residential area underground rail vibration,the site selection for different points of vibration response was calculated.The results show that in the model,the ground vibration response value is accord with the measured data results,while the track and tunnel in vibration response value of measuring point is slightly higher than the measured data.

Key concepts: Track (disk drive), Vibration, Structural engineering, Finite element method, Block (permutation group theory), Engineering, Point (geometry), Acoustics

Related papers

Back to paper searchBrowse research topicsOriginal source
Damping Properties Analysis of Non-ballasted Track of Elastic Support Block — Research Paper | ScholarLens