This paper presents the results of experimental and numerical studies on
reliability and monitoring issues of railway infrastructure in terms of
safety and operation. The state of knowledge concerning methods of
assessing track condition, in particular rail joints used in continuous
welded rail track of railway lines is described. Experimental results of
rail joints used in track transition zones and the results of numerical
studies/tests of the rail vehicle-track model are outlined. It is
demonstrated, basing on the analyses of the experimental results, that not
only should the rail joints used in continuous welded rail track be
diagnosed during their acceptance, but also during their operation. It is
proven that the currently used methodology for testing welded rail joints
applied during acceptance testing of contact track is not fully correct and
leads to misinterpretation of the measurement results. Moreover, the
results of numerical simulation tests presented in this paper confirm the
possibility of diagnosing the condition of rail joints by any vehicle
passing over such a track equipped with a suitable system.