151. Movement Resistances of Rail Vehicles on Continuous Welded Rail Curves.
- Author
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DYBEŁ, Katarzyna and KAMPCZYK, Arkadiusz
- Subjects
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RAILROADS , *CIVIL engineering , *CENTRIFUGAL force , *TRAFFIC engineering , *ECONOMIC determinism - Abstract
Ensuring a high level of traffic and safety in civil engineering and rail transport requires the permanent maintenance of Continuous Welded Rails (CWRs). Temperature fluctuations, railway geometry, centrifugal forces and traffic engineering are essential elements reflected in the safety of this type of construction. Thus constituting openness for further scientific and research work and requiring particularly fortifications in surveying and diagnostic work. Transport routes, which integrate both straight and curvilinear segment (circular curves, transition curves), are an integral part of developing civil engineering and transport. The purpose of this study is to demonstrate the value of the movement resistances of rail vehicles on CWRs curves. The movement resistances are the forces that counteract the movement of the vehicle. There are principle resistances and local resistances (additional resistances). The topics of the research carried out concerns the movement resistances of rail vehicles on CWRs defined as local resistances. Present only on certain sections of the route. Research was conducted on three real objects - railway lines, including five research objects - railway tracks characterized by different geometric features in plan and profile as well as operational elements of transportation engineering. Results at all research objects include one measurement period. Based on actual measurement data, especially of the geometrical parameter of cant (superelevation, the position of the track in the cross-section) - obtained during actual operation (exploitation) - the traffic movement resistances occurring on curvilinear segments, especially curves, was specified, taking into account their existing condition. The cant parameter was monitored using the direct measurement method in measuring cycles every 0.5 m. The tests were carried out separately for each research object, taking into account: maximum speeds, curve radii, construction standards of the railway track (railway superstructure, permanent way) and the actual state of the cant parameter. Many research-scientific works propose different approaches for determining resistance in curves (curve resintance), but they do not directly take into account the actual cant parameter. This parameter was included in the Астахова equation, on the basis of which the research in the present study continued. Based on the results of the tests, the resistance in the curve was found to be greater the smaller the radius of the curve. The values for local resistances are particularly correspond in curves that are compound curves. It should be stressed that the presented relative values of movement resistances forces during curved driving were defined on the basis of data obtained in real exploitation conditions. Thus, the value of local resistance in a curve depends on a number of factors, notably curve radius, train speed, actual railway track cant, structural standards of the railway superstructure - which have been taken into account in this research. A new indicator Max diff jump frad - has also been defined the maximum jump of the difference in the relative value of the movement resistances forces during curve driving. This indicator complements the monitoring movement resistances of rail vehicles on Continuous Welded Rail curves. The movement resistances of rail vehicles on CWRs curves especially during exploitation are an integral part of the movement resistances. The results of the study prove that the movement resistances of rail vehicles on CWRs curves is an integral element of the application of synergy effects in optimizing the monitoring of CWR geometry shaped by operational processes. The article was prepared under the research subvention of AGH University of Science and Technology No. 16.16.150.545 in 2022. [ABSTRACT FROM AUTHOR]
- Published
- 2022