A knowledge-based prognostics framework for railway track geometry degradation

被引:25
作者
Chiachio, Juan [1 ]
Chiachio, Manuel [1 ,2 ]
Prescott, Darren [1 ]
Andrews, John [1 ]
机构
[1] Univ Nottingham, Resilience Engn Res Grp, Nottingham NG7 2RD, England
[2] Univ Granada, Dept Struct Mech & Hydraul Engn, Granada, Spain
基金
英国工程与自然科学研究理事会;
关键词
Railway track degradation; Physics-based modelling; Prognostics; Particle filtering; STOCHASTIC-MODEL; DETERIORATION; SIMULATION; DAMAGE;
D O I
10.1016/j.ress.2018.07.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper proposes a paradigm shift to the problem of infrastructure asset management modelling by focusing towards forecasting the future condition of the assets instead of using empirical modelling approaches based on historical data. The proposed prognostics methodology is general but, in this paper, it is applied to the particular problem of railway track geometry deterioration due to its important implications in the safety and the maintenance costs of the overall infrastructure. As a key contribution, a knowledge-based prognostics approach is developed by fusing on-line data for track settlement with a physics-based model for track degradation within a filtering-based prognostics algorithm. The suitability of the proposed methodology is demonstrated and discussed in a case study using published data taken from a laboratory simulation of railway track settlement under cyclic loads, carried out at the University of Nottingham (UK). The results show that the proposed methodology is able to provide accurate predictions of the remaining useful life of the system after a model training period of about 10% of the process lifespan.
引用
收藏
页码:127 / 141
页数:15
相关论文
共 51 条
[31]   Particle filter-based prognostic approach for railway track geometry [J].
Mishra, Madhav ;
Odelius, Johan ;
Thaduri, Adithya ;
Nissen, Arne ;
Rantatalo, Matti .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2017, 96 :226-238
[32]  
Mundrey J.S., 2009, Railway Track Engineering
[33]   Bayesian updating and model class selection for hysteretic structural models using stochastic simulation [J].
Muto, Matthew ;
Beck, James L. .
JOURNAL OF VIBRATION AND CONTROL, 2008, 14 (1-2) :7-34
[34]   A particle-filtering approach for on-line fault diagnosis and failure prognosis [J].
Orchard, Marcos E. ;
Vachtsevanos, George J. .
TRANSACTIONS OF THE INSTITUTE OF MEASUREMENT AND CONTROL, 2009, 31 (3-4) :221-246
[35]  
PENDER MJ, 1978, GEOTECHNIQUE, V28, P1
[36]   Investigating railway track asset management using a Markov analysis [J].
Prescott, Darren ;
Andrews, John .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 2015, 229 (04) :402-416
[37]   Monte Carlo simulation of railway track geometry deterioration and restoration [J].
Quiroga, L. M. ;
Schnieder, E. .
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART O-JOURNAL OF RISK AND RELIABILITY, 2012, 226 (O3) :274-282
[38]  
Roscoe K.H., 1958, Geotechnique, V8, P22, DOI DOI 10.1680/GEOT.1958.8.1.22
[39]   STRESS-DILATANCY RELATION FOR STATIC EQUILIBRIUM OF AN ASSEMBLY OF PARTICLES IN CONTACT [J].
ROWE, PW .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1962, 269 (1339) :500-&
[40]   A new elastoplastic constitutive model for coarse granular aggregates incorporating particle breakage [J].
Salim, W ;
Indraratna, B .
CANADIAN GEOTECHNICAL JOURNAL, 2004, 41 (04) :657-671