[EN] In rail transport, track gauge is one of the principal factors that condition the passage of trains. For technical and economic reasons, in some circumstances it is necessary to build and operate the so-called dual gauge track, in which a third rail is added to allow operation of trains in two separate gauges. Although the problem of lateral buckling of rail tracks under thermal loading has been well researched, the addition of the third rail increases the steel area subjected to thermal loads, and thus requires a more accurate analysis. The objective of this paper is to develop an analytical model to analyse the lateral buckling under thermal loads on dual gauge tracks. An in-depth analysis of the effects of the thermal track buckling...
The rail network in Spain is around 16.000 km of Iberian, standard and narrow gauge, connecting the ...
PDFTech ReportFRA/ORD-78/49DOT-TSC-FRA-78-14Ballast cribBucklingHigh temperatureMaintenance of wayRa...
Interim report; Sep - Nov 1975PDFTech ReportDOT-TSC-FRA-76-17FRA-OR&D-76-285DOT-TSC-900BucklingHigh ...
[EN] In rail transport, track gauge is one of the principal factors that condition the passage of tr...
Thermal track buckling is probably the major problem due to the advent of continuous welded rail tra...
Because thermal expansions are constrained within continuous welded rail track, the track can buckle...
A model is developed herein for predicting the onset of thermally induced buckling in the horizontal...
The use of continuous welded rail (CWR) track has solved many of the problems associated with tread ...
Continuously welded rails (CWR) are sensitive to thermal and train loads which could destabilize the...
At present, railway track buckling, caused by extreme heat, is a serious concern that can lead to th...
The lateral stability of the continuous welded rail (CWR) depends on a number of parameters which co...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
Track buckling is a serious problem for railways. High longitudinal rail stresses contribute to prob...
PDFTech ReportDOT-TSC-FRA-83-1DOT/FRA/ORD-83/07RR219/R2312Continuous welded railBucklingDerailmentsR...
Interim report; Jun. 1981- Dec. 1981PDFTech ReportDOT-TSC-FRA-82-6FRA/ORD-82/45RR-219BucklingContinu...
The rail network in Spain is around 16.000 km of Iberian, standard and narrow gauge, connecting the ...
PDFTech ReportFRA/ORD-78/49DOT-TSC-FRA-78-14Ballast cribBucklingHigh temperatureMaintenance of wayRa...
Interim report; Sep - Nov 1975PDFTech ReportDOT-TSC-FRA-76-17FRA-OR&D-76-285DOT-TSC-900BucklingHigh ...
[EN] In rail transport, track gauge is one of the principal factors that condition the passage of tr...
Thermal track buckling is probably the major problem due to the advent of continuous welded rail tra...
Because thermal expansions are constrained within continuous welded rail track, the track can buckle...
A model is developed herein for predicting the onset of thermally induced buckling in the horizontal...
The use of continuous welded rail (CWR) track has solved many of the problems associated with tread ...
Continuously welded rails (CWR) are sensitive to thermal and train loads which could destabilize the...
At present, railway track buckling, caused by extreme heat, is a serious concern that can lead to th...
The lateral stability of the continuous welded rail (CWR) depends on a number of parameters which co...
After the introduction of continuous welded rail, thermal track buckling has been recognized to be o...
Track buckling is a serious problem for railways. High longitudinal rail stresses contribute to prob...
PDFTech ReportDOT-TSC-FRA-83-1DOT/FRA/ORD-83/07RR219/R2312Continuous welded railBucklingDerailmentsR...
Interim report; Jun. 1981- Dec. 1981PDFTech ReportDOT-TSC-FRA-82-6FRA/ORD-82/45RR-219BucklingContinu...
The rail network in Spain is around 16.000 km of Iberian, standard and narrow gauge, connecting the ...
PDFTech ReportFRA/ORD-78/49DOT-TSC-FRA-78-14Ballast cribBucklingHigh temperatureMaintenance of wayRa...
Interim report; Sep - Nov 1975PDFTech ReportDOT-TSC-FRA-76-17FRA-OR&D-76-285DOT-TSC-900BucklingHigh ...