Structural and material characterisation of insulated rail joints

Insulated rail joints are designed in a similar way to butt jointed steel structural systems, the difference being a purpose made gap between the main rail members to maintain electrical insulation for the proper functioning of the track circuitry at all times of train operation. When loaded wheels pass the gap, they induce an impact loading with the corresponding strains in the railhead edges exceeding the plastic limit significantly, which lead to metal flow across the gap thereby increasing the risk of short circuiting and impeding the proper functioning of the signalling and broken rail identification circuitries, of which the joints are a critical part. The performance of insulated rail joints under the passage of the wheel loading is complex due to the presence of a number of interacting components and hence is not well understood. This paper presents a dynamic wheel-rail contact-impact modelling method for the determination of the impact loading; a brief description of a field experiment to capture strain signatures for validating the predicted impact loading is also presented. The process and the results of the characterisation of the materials from virgin, in-service and damaged insulated rail joints using neutron diffraction method are also discussed.

[1]  Yung-Chuan Chen,et al.  Effects of insulated rail joint on the wheel/rail contact stresses under the condition of partial slip , 2006 .

[2]  Jao-Hwa Kuang,et al.  Contact stress variations near the insulated rail joints , 2002 .

[3]  David Wexler,et al.  Microstructural Characterisation of Railhead Damage in Insulated Rail Joints , 2012 .

[4]  Werner Österle,et al.  Investigation of white etching layers on rails by optical microscopy, electron microscopy, X-ray and synchrotron X-ray diffraction , 2001 .

[5]  Jeppe Jönsson,et al.  Strain gauge measurement of wheel-rail interaction forces , 1997 .

[6]  Arnold D. Kerr,et al.  Analysis and tests of boned insulted rail joints subjected to vertical wheel loads , 1999 .

[7]  Ali Tajaddini Instrumented Wheelset System Results Verified the High Speed Safety Standards , 2000 .

[8]  Manicka Dhanasekar,et al.  Study of wheel-rail impact at insulated rail joint through experimental and numerical methods , 2010 .

[9]  D D Davis,et al.  IMPROVING THE PERFORMANCE OF BONDED INSULATED JOINTS , 2005 .

[10]  Masato Ohnuma,et al.  Microstructural investigation of white etching layer on pearlite steel rail , 2006 .

[11]  Manicka Dhanasekar,et al.  Minimization of railhead edge stresses through shape optimization , 2013 .

[12]  M Heinsch IMPROVING RAIL DURABILITY AND LIFE , 2004 .

[13]  Manicka Dhanasekar,et al.  Dynamic finite element analysis of the wheel rail interaction adjacent to the insulated rail joints , 2006 .

[14]  Xuesong Jin,et al.  Contact-impact stress analysis of rail joint region using the dynamic finite element method , 2005 .

[15]  Michaël J.M.M. Steenbergen,et al.  Modelling of wheels and rail discontinuities in dynamic wheel–rail contact analysis , 2006 .