Track stiffness variation is one of the major sources of track quality deviation. To investigate track stiffness, it is common to install trackside sensors to measure track answer under extern excitation. In this research, rail foot bending strain at the middle of rail seats along the track under normal train runs is recorded by strain gauge to investigate track stiffness quality. To determine track stiffness quality based on the measurement strain result, there exists two difficulties: firstly, the dynamic wheel load is time-variant and unknown; secondly, the relationship between rail seat stiffness and rail bending strain is a multi-input-multi-output function, which makes a direct analytical solution difficult.
The first issue is solved by introducing the concept of the strain-location curve. The second issue is solved by transferring the problem to a structural optimization problem. The commercial structure optimization software Ansys Designxplorer® is used to processing field measurement result and a good match is achieved.

Original document

The different versions of the original document can be found in:

http://dx.doi.org/10.5281/zenodo.1491615 under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode
http://dx.doi.org/10.5281/zenodo.1491616 under the license http://creativecommons.org/licenses/by-nc-nd/4.0/legalcode

DOIS: 10.5281/zenodo.1491615 10.5281/zenodo.1491616

Back to Top

Document information

Published on 01/01/2018

Volume 2018, 2018
DOI: 10.5281/zenodo.1491615
Licence: Other

Document Score


Views 0
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?