Dynamic calibration of slab track models for railway applications using full-scale testing

被引:34
|
作者
Sainz-Aja, J. [1 ]
Pombo, J. [2 ,3 ,4 ]
Tholken, D. [5 ]
Carrascal, I [1 ]
Polanco, J. [1 ]
Ferreno, D. [1 ]
Casado, J. [1 ]
Diego, S. [1 ]
Perez, A. [1 ]
Abdala Filho, J. E. [5 ,6 ]
Esen, A. [7 ]
Marolt Cebasek, T. [8 ]
Laghrouche, O. [7 ]
Woodward, P. [9 ]
机构
[1] Univ Cantabria, LADICIM Lab Sci & Engn Mat, Santander, Spain
[2] Univ Huddersfield, Inst Railway Res, Huddersfield, W Yorkshire, England
[3] Univ Lisbon, Inst Super Tecn, IDMEC, Lisbon, Portugal
[4] IPL, ISEL, Lisbon, Portugal
[5] Pontificia Univ Catolica Parana, Programa Posgrad Engn Mecan, Curitiba, Parana, Brazil
[6] Univ Tecnol Fed Parana, Programa Posgrad Engn Civil, Curitiba, Parana, Brazil
[7] Heriot Watt Univ, Sch Energy Geosci Infrastruct & Soc, Edinburgh, Midlothian, Scotland
[8] Liverpool John Moores Univ, Fac Engn & Technol, Liverpool, Merseyside, England
[9] Univ Leeds, Inst High Speed Rail & Syst Integrat, Leeds, W Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
Vehicle-track interaction; Track modelling; Slab track; Fastening system; Full-scale tests; HIGH-SPEED RAILWAY; BALLASTLESS TRACK; FINITE-ELEMENT; CONCRETE SLABS; CONTACT MODEL; VEHICLE; SIMULATION; PREDICTION; FREQUENCY; STIFFNESS;
D O I
10.1016/j.compstruc.2019.106180
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Research and development of technology for railways has found new impetus as society continues to search for cost effective and sustainable means of transport. This tasks engineers with using the state-of-the-art science and engineering for rolling stock development and advanced technologies for building high performance, reliable and cost-effective rail infrastructures. The main goal of this work is to develop detailed and validated three-dimensional slab track models using a finite element formulation, which include all components of the infrastructure. For this purpose, the parameters of the computational models are identified by performing full-scale tests of the fastening system and of the slab track, including all its material layers. The computational model proposed here is calibrated using this approach and a good agreement is obtained between experimental and numerical results. This work opens good perspectives to use this reliable track model to study the interaction with railway vehicles in realistic operation scenarios in order to assess the dynamic behaviour of the trains and to predict the long-term performance of the infrastructure and of its components. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:14
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