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International Journal of Railway Technology
ISSN 2049-5358 IJRT,
Volume 6, Issue 3, 2017
Operational Displacement Estimations of
Railway Catenary Systems by
Photogrammetry and the Integration of
Acceleration Time Series
G.T. Frøseth, P. Nåvik and A. Rønnquist
Department of Structural Engineering Norwegian University of Science and Technology, Trondheim, Norway G.T. Frøseth, P. Nåvik, A. Rønnquist, "Operational Displacement Estimations of
Railway Catenary Systems by
Photogrammetry and the Integration of
Acceleration Time Series", International Journal of Railway Technology, 6(3), 71-92, 2017. doi:10.4203/ijrt.6.3.4
Keywords: displacement estimations, contact wire uplift, railway catenary system,
close-range photogrammetry, wireless monitoring, field measurements, pantograph catenary interaction, structural dynamics.
Abstract
The dynamic behaviour of railway catenary systems is critical for the quality of the
power supply as well as for the amount of wear on both the wires and pantograph. To
date, the assessment of the dynamic behaviour of railway catenary systems has
focused mainly on the contact force measured from the pantograph. Some examples
of using displacement and acceleration measurements sampled at specific locations
on the catenary can be found in the literature. Recent work has used wireless
accelerometers, which are able to sample accelerations at any location of interest on
the catenary system to assess the dynamic behaviour with success. Although
accelerations give valuable information about the dynamic behaviour of the systems,
it is also desirable to know the displacements. Accelerations have proven easy to
sample, so it is natural to integrate these into displacements to obtain the desired
displacements. A more direct method to measure the displacement is
photogrammetry. This paper describes and uses photogrammetry for operational
estimations of the displacement and uses it to successfully validate a procedure for
integrating the accelerations into displacements for railway catenary systems. Finally,
one week of train passages is recorded, integrated, and statistically evaluated to
analyse the validated integration procedure used in daily operation monitoring. The
evaluation shows single-passage and extreme value distributions with up-crossing
frequencies of up to 1/10,000. The 95-percentile threshold value for the yearly
probability of exceedance is also included and compared to the maximum allowed
uplift at the cantilever. Finally, the yearly probability of failure is estimated at Fokstua.
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