Results 51 to 60 of about 643,218 (189)

Research on the Influence of Geotextile and Elastic Cushion on the Static Performance of Ballastless Track on Long-Span Cable-Stayed Bridges

open access: yesApplied Sciences, 2023
The elastic cushion is mostly used between the layers of ballastless tracks laid on a large-span cable-stayed bridge with a main span of more than 300 m.
Jiasheng Cai   +5 more
doaj   +1 more source

FERROVIAS EM LAJE: o estado da arte [PDF]

open access: yes, 2014
TCC (graduação) - Universidade Federal de Santa Catarina. Centro Tecnológico. Engenharia Civil.Existe uma demanda crescente no transporte ferroviário no mundo.
Olinger, Marcelo Salles
core  

State‐of‐the‐Art Technologies Integrated With InSAR: A Focus on Structural Health Monitoring of Railway Infrastructure

open access: yesStructural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Interferometric synthetic aperture radar (InSAR) processing is widely implemented to remotely inspect linear infrastructure, such as railway tracks, enabling a wide range of spatiotemporal coverage. Despite InSAR is nowadays integrated with other remote sensing data and in situ measurements to establish structural health monitoring systems of railway ...
Mehdi Koohmishi   +4 more
wiley   +1 more source

Theoretical Prediction and Evaluation of Rail Deformation for CRTS II Ballastless Track Under Creep Camber of Girders

open access: yesStructural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
The time‐dependent deformation due to creep in simply supported girders represents a key controlling factor for the long‐term service performance of ballastless tracks. Accordingly, establishing the correlation between girder deformation and long‐term track irregularity provides the theoretical basis for the safety assessment of track structures ...
Zhihui Zheng   +5 more
wiley   +1 more source

Analysis of the Vibration Characteristics of Ballastless Track on Bridges Using an Energy Method

open access: yesApplied Sciences, 2020
Although the high-speed railway (HSR) system has been widely agreed to be a sustainable and convenient means of transportation, the vibration induced has already been deemed an urgent environmental problem.
Hanwen Jiang, Liang Gao
doaj   +1 more source

Crack Detection of Track Slab Based on RSG-YOLO

open access: yesIEEE Access, 2023
The surface cracks on high-speed railway ballastless track slabs directly influence their lifespan, while the efficiency of damage detection and maintenance is crucial for ensuring operational safety.
Tangbo Bai   +4 more
doaj   +1 more source

Dynamic behavior model of the ballastless railroad track segment considering wave processes [PDF]

open access: yesE3S Web of Conferences, 2020
The paper is devoted to the modification of the dynamic behavior model of a flat orthotropic element under shock and vibrational impacts. The impacts were caused by solid cylindrical body for the case of ballastless railway construction.
Loktev Alexey   +6 more
doaj   +1 more source

Attitude Control Mechanism of High‐Speed Trains After Derailment by On‐Board Protective Devices Based on Whole Process Experiments

open access: yesStructural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Derailment accidents of high‐speed trains (HSTs) occur occasionally. How to enable derailed vehicles to decelerate and come to a stop as much as possible along the track alignment is the last line of defense for mitigating the losses caused by HST derailment disasters.
Fengzhuang Tong   +5 more
wiley   +1 more source

Temperature Features of CRTSII Slab Ballastless Track in Severe Cold Region

open access: yesDEStech Transactions on Engineering and Technology Research, 2017
Damages, such as slab end warped, gaps of slab and bed, and cracks of track bed, of CRTSII Slab-Ballastless-Track (SBT) in high speed railway were studied for temperature changing significantly in severe cold regions. First, Contact-Thermal- Resistance (CTR) between Concrete-Asphalt (CA) mortars of the SBT and roadbed were defined.
Chao Guo   +4 more
openaire   +2 more sources

A Noncontact Methodology for Disengagement Monitoring of High‐Speed Railway Bridge Bearings Based on Bearing‐to‐Beam Displacement Relation Under Round‐Trip Trains

open access: yesStructural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Bearings are critical components of bridges and are susceptible to various forms of deterioration under the action of traffic loads and complex environmental conditions. Existing methods for assessing the condition of bearings, including visual inspections, force sensors, cameras, and vibration sensors, still present challenges in accurately locating ...
Chuang Wang   +7 more
wiley   +1 more source

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