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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 104
PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE Edited by: J. Pombo
Paper 64
Modelling Railway Bridge Asset Management using Petri-Net Modelling Techniques B.L. Le and J.D. Andrews
Nottingham Transportation Engineering Centre, University of Nottingham, United Kingdom B.L. Le, J.D. Andrews, "Modelling Railway Bridge Asset Management using Petri-Net Modelling Techniques", in J. Pombo, (Editor), "Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 64, 2014. doi:10.4203/ccp.104.64
Keywords: bridges, degradation models, asset management, maintenance modelling, Petri nets.
Summary
The UK railway network operates and maintains more than 35,000 railway bridges.
A large proportion of the railway bridge population was constructed more than 100
years ago and many of them were not designed to meet the current network demand.
With an expected increasing rate of deterioration due to the increasing traffic loads
and intensities anticipated on the network, the task of effectively managing these
assets, with limited financial resources, is a significant challenge.
This paper demonstrates a Petri net modelling approach to bridge asset
management. Initially historical maintenance data for each bridge component is
studied to gain the deterioration rates. These were established from previous
maintenance actions where the intervention was triggered by a certain type of defect.
The analysis gives the distribution of times for the bridge element to degrade to a
certain condition state. A Petri net bridge model is then developed, accounting for
the degradation distributions, service frequency, inspection frequency, repair delay
time and different repair strategies, providing a means of predicting the future
condition of bridge element resulting from different maintenance strategies. The
model offers a alternative way of modelling the bridge asset management and
overcomes the limitations in the current modelling techniques which utilise
condition scores. The use of the model and details of the solution routine based on
the Monte Carlo simulation method is also discussed in the paper.
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