Numerical modelling of high speed train/track system for the reduction of vibration levels and maintenance needs of railway tracks
| Autor: | Patricia Afonso Ferreira, Andrés López-Pita |
|---|---|
| Rok vydání: | 2015 |
| Předmět: |
Ballast
Engineering business.industry Settlement (structural) Process (computing) High speed train Building and Construction Structural engineering Track (rail transport) Automotive engineering Vibration General Materials Science Train Reduction (mathematics) business Civil and Structural Engineering |
| Zdroj: | Construction and Building Materials. 79:14-21 |
| ISSN: | 0950-0618 |
| DOI: | 10.1016/j.conbuildmat.2014.12.124 |
| Popis: | It has been proven that cyclic loading induced by the circulation of trains at very high speeds (>300 km/h) results in important track vibrations progressively amplified in a repeated process leading to the deterioration of track geometric quality and an unwanted increase in track maintenance needs and track life cycle costs. Having this as concern, the present paper focuses on a numerical model which was built to correctly predict train/track dynamic response (confidence assured by an extensive validation process with real experimental measurements in railway high speed lines) not only instantaneously but also in a long-term perspective. The innovation consists on the fact that the same tool enables both accessing track vibration levels and evaluating track settlement evolution throughout millions of cyclic train passages, maintaining low computing time. Different track design solutions are simulated, such as: softening railpads, applying under sleeper pads, placing ballast mats or using bituminous subballast as an alternative to granular subballast. Results are evaluated in the perspective of track vibrations mitigation and track maintenance needs. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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