Slab ballastless track
WebDec 3, 2024 · Mortar void is a hidden defect in ballastless slab track difficult to be efficiently identified by traditional detection methods. This paper is dedicated to proposing a new detection method to identify the mortar void position and length using the vehicle response combined with the hybrid convolutional neural network-support vector machine (CNN … WebBased on the experimental data, Liu et al. [38] indicated that fatigue is one the main causes of long-term deterioration of railway slab track. Sheng et al. [39] experimentally evaluated the fatigue life of concrete slab of ballastless railway tracks …
Slab ballastless track
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WebJan 10, 2024 · Ballastless track is one of the core technologies of high-speed railways. The track structure directly acts on the substructure, the deformation of the substructure will directly affect the track smoothness and stability, and the construction quality and accuracy will directly affect the safety and comfort of high-speed train operation. WebThe main structural parameters include: fastener spacing, 0.625 m; dynamic stiffness of fastener joints, 60 kN/mm; dimensions of track slab, 5.0 × 2.5 × 0.2 m; elastic modulus of …
WebApr 1, 2024 · Based on this model, the fatigue FEM model of CRTS III slab ballastless track system was established and relative numerical simulations were conducted. Also, the simulation results were verified ... WebStabirail has designed and developed a groundbreaking method for milling concrete blocks. Our ballastless track construction system is a continuous process in which rails can be …
WebA vehicle-slab track-subgrade three-dimensional nonlinear finite element coupling dynamic model was established based on vehicle-track coupling dynamic theory and considering the nonlinearity of the contact state among components of ballastless track and that between ballastless track and subgrade.With the established model,the limited value for the … WebJan 1, 2015 · Therefore, the slab track system (STS) was developed that is characterized as relatively maintenance-free structure of the railway superstructure where the reinforced …
WebFeb 1, 2024 · The interfacial shear stress at slab end reaches shear strength firstly, and interface damage initiates under 4.2℃ temperature rising. When the increasing extent of temperature is 10.5℃, the...
WebIn the China Railway Track System (CRTS) III slab ballastless track (SBT) system, the self-compacting concrete filling layer (SCCFL) and the base slab are connected via a rubber pad,... host yukon 11.5 reviewWebAug 27, 2024 · Based on the findings of train/vehicle-ballastless track coupled dynamics 30,31,32,33,34,35,36, considering the train load, gravity load of slab track, temperature … hosuki.netWebBallastless tracks can be built on either asphalt or concrete supporting layers. Track systems installed on asphalt supporting layers predominantly feature direct-support configurations: for example, in the form of … hosu joinvilleWebJun 20, 2024 · The China Railway Track System III (CRTS III) Slab Ballastless Track (SBT) is currently one of China's most widely used track structures. The elastic–plastic restoring … host yukon rvWeb2 days ago · The CRTS III slab track was first used in 2010 in the Chengdu-Dujiangyan intercity railway and has been in operation for over ten years. Increases in train speed, axle load, and traffic density cause the quality status of ballastless track to deteriorate constantly, due to the action of train dynamic load, temperature, and water pressure. hosukei pcWebFeb 5, 2024 · In order to investigate the seismic damage features of high-speed railway (HSR) China Railway Track Slab III (CRTSIII) slab ballastless track (SBT) simply supported bridge systems, a nonlinear finite element model of HSR CRTS III SBT simply supported bridge system was established. The damage mechanisms and peak and residual … hosuklemmaWebApr 14, 2024 · A comprehensively overall track-bridge interaction study on multi-span simply supported beam bridges with longitudinal continuous ballastless slab track. Struct Eng Mech 2024; 78: 163–174. Google Scholar 23. Dai GL, Ge H, Liu WS, et al. Interaction analysis of Continuous Slab Track (CST) on long-span continuous high-speed rail bridges. hosuka japanese restaurant