Benefit of damping in structural concrete for railway structures and track components

There are two types of modern railway tracks including ballasted and ballastless tracks. Ballasted tracks are optimally designed for suitability to railway operations with train speed less than 250 km/h, while ballastless tracks are more suitable for tunnelling work or higher speed trains. In both types of railway track systems, concrete is often used. However, the systems requirements for this material for real world applications are particularly demanding. Statistically, impact loading conditions comprise of nearly 25% of annual track loads. Also, abrasion from curve effects of train-track interaction causes high wear and tear. For example, railway concrete sleepers have been generally used in ballasted railway track and concrete slabs have been used for ballastless tracks around the world for over 50 years. Both safetycritical track components are commonly used to redistribute wheel forces onto track structure and to assure stable track gauge for safe passages of rolling stocks. The dynamic behaviours of concrete components are commonly well known; however, its damping characteristic is often neglected. With the increased demand for heavier and faster trains, the nature of track forces applying onto each track component is no longer static or quasi-static. The ignorance of damping can no longer be persisted as pre-mature damage or failure of track components can take place at a faster rate. A single sleeper failure may not affect open, plain track operations but it can give rise to the risks of rail breaks at rail joints, welds, bridge ends, switches and crossings, curved track, etc. Such the risks can later result in detrimental train derailments. This paper will highlight the development of high-damping concrete and the benefits of damping on the vibration mitigation of railway concrete sleepers in a track system. An established and validated finite element model of sleeper has been adopted for further studies. The model has been validated by experimental results. The insight into the vibration suppression of railway sleepers will help track engineers to decide the better choice of materials for manufacturing railway concrete sleepers.

[1]  S. Kaewunruen,et al.  University of Birmingham Friction and fracture characteristics of engineered crumb-rubber concrete at microscopic lengthscale , 2018 .

[2]  Sakdirat Kaewunruen,et al.  Sustainability Challenges in Managing End-of-Life Rolling Stocks , 2017, Front. Built Environ..

[3]  Sakdirat Kaewunruen,et al.  Risks of Climate Change with Respect to the Singapore-Malaysia High Speed Rail System , 2016 .

[4]  D.D.L. Chung Strain sensors based on the electrical resistance change accompanying the reversible pull-out of conducting short fibers in a less conducting matrix , 1995 .

[5]  Sakdirat Kaewunruen,et al.  Experimental simulation of the railway ballast by resilient materials and its verification by modal testing , 2008 .

[6]  Sakdirat Kaewunruen,et al.  Fatigue Life Assessment Method for Prestressed Concrete Sleepers , 2017, Front. Built Environ..

[7]  Meesit Ratthaphong,et al.  Vibration Characteristics of Micro-Engineered Crumb Rubber Concrete for Railway Sleeper Applications , 2017 .

[8]  Sakdirat Kaewunruen,et al.  A review of loading conditions for railway track structures due to train and track vertical interaction , 2008 .

[9]  S. Kaewunruen,et al.  Damping effects on vibrations of railway prestressed concrete sleepers , 2018 .

[10]  Ramesh Chandra Gupta,et al.  Abrasion resistance of sustainable green concrete containing waste tire rubber particles , 2016 .

[11]  Sakdirat Kaewunruen Monitoring of Rail Corrugation Growth on Sharp Curves For Track Maintenance Prioritisation , 2018 .

[12]  S. Al-Deen,et al.  Behaviour of similar strength crumbed rubber concrete (CRC) mixes with different mix proportions , 2017 .

[13]  S. Kaewunruen,et al.  The effect of ground borne vibrations from high speed train on overhead line equipment (OHLE) structure considering soil-structure interaction. , 2018, The Science of the total environment.

[14]  Sakdirat Kaewunruen,et al.  Influence of ballast conditions on flexural responses of railway concrete sleepers , 2009 .

[15]  Sakdirat Kaewunruen,et al.  Life cycle analysis of mitigation methodologies for railway rolling noise and groundbourne vibration. , 2017, Journal of environmental management.

[16]  Sakdirat Kaewunruen,et al.  Derailment-Resistant Performance of Modular Composite Rail Track Slabs , 2018 .

[17]  Mahir Ülker-Kaustell,et al.  Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridge , 2012 .

[18]  Sakdirat Kaewunruen,et al.  RideComfort: A Development of Crowdsourcing Smartphones in Measuring Train Ride Quality , 2017, Front. Built Environ..

[19]  Sakdirat Kaewunruen,et al.  Heavy rainfall and flood vulnerability of Singapore-Malaysia high speed rail system , 2016 .

[20]  Xing Ma,et al.  Review of the performance of high-strength rubberized concrete and its potential structural applications , 2016 .

[21]  Sakdirat Kaewunruen,et al.  Introducing a New Limit States Design Concept to Railway Concrete Sleepers: An Australian Experience , 2014, Front. Mater..

[22]  A. Makhlouf Handbook of Materials Failure Analysis with Case Studies from the Chemicals, Concrete and Power Industries , 2015 .

[23]  Sakdirat Kaewunruen,et al.  Damped frequencies of precast modular steel-concrete composite railway track slabs , 2017 .

[24]  Joseph M. Sussman,et al.  Grand Challenges in Transportation and Transit Systems , 2016, Front. Built Environ..

[25]  Sakdirat Kaewunruen,et al.  Current state of practice in railway track vibration isolation: an Australian overview , 2016 .

[26]  Sakdirat Kaewunruen,et al.  Sensitivity analysis of free vibration characteristics of an in-situ railway concrete sleeper to variations of rail pad parameters , 2006 .

[28]  Rui Calçada,et al.  Impact of track irregularities and damping on the fatigue damage of a railway bridge deck slab , 2018 .

[29]  Sakdirat Kaewunruen,et al.  Reliability-based conversion of a structural design code for railway prestressed concrete sleepers , 2012 .