Results 61 to 70 of about 967 (218)

Changes in Material Properties and Damage Mechanism of Plate Ballastless Track Under Fire and High Temperature

Buildings
The service status of rail, fasteners and track slabs is the key determinant of whether the ballastless track is ready for traffic after a fire. The track slab rail support bolt anchoring performance and the shoulder service performance damaged by fire ...
Hao Jin, Yike Yang, Xinxin Zhao, Yongjian Pan, Jinhui Chu, Shuming Li, Shenglin Xu, Yulin Feng   +7 more
doaj   +1 more source

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

Applied 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, Jinjie Chen, Jianxi Wang, Xianfeng Shi, Rui Wang, Yadi Yang   +5 more
doaj   +1 more source

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

Structural 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, Jiawang Zhan, Zhihang Wang, Xinxiang Xu, Yujie Wang, Zhen Ni, Fei Li, Lucia Faravelli   +7 more
wiley   +1 more source

Dynamic calibration of slab track models for railway applications using full-scale testing [PDF]

, 2020
Research and development of technology for railways has found new impetus as society continues to search for cost effective and sustainable means of transport. This tasks engineers with using the state-of-the-art science and engineering for rolling stock
Abdala Filho, J. E., Carrascal Vaquero, Isidro Alfonso, Casado del Prado, José Antonio, Diego Cavia, Soraya, Esen, A., Ferreño Blanco, Diego, Laghrouche, O., Marolt Cebasek, T., Polanco Madrazo, Juan Antonio, Pombo, J., Pérez Nuñez, Alejandro, Sainz-Aja Guerra, José Adolfo, Tholken, D., Woodward, P.   +13 more
core   +1 more source

Efficient quantifying track structure cracks using deep learning

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 19, Page 2969-2986, 5 August 2025.
Abstract High‐speed railway ballastless track structure crack detection usually has a high demand for the efficiency of crack detection technology. To overcome the limitation that current crack quantification methods usually require multiple steps, this paper proposes an efficient quantification method for track structure cracks using deep learning ...
Hongshuo Sun, Li Song, Zhiwu Yu
wiley   +1 more source

Analytical Approach to Describe Properties in Transition Zones Between Ballasted and Non-Ballasted Track [PDF]

, 2022
Norway has for a long time used railways as a means of transport. This method of transportation been used to haul raw materials such as wood and ore.
Ågotnes, Joachim Jørgensen
core  

Influences of dynamic material properties of slab track components on the train-track vibration interactions [PDF]

, 2020
Slab tracks or so-called ballastless tracks have been widely adopted for highspeed rail networks. Material properties of slab track components have significant influences on the serviceability performance of both high-speed trains and the slab tracks. In
Kaewunruen, Sakdirat, Li, Ting, Su, Qian
core   +1 more source

Parallel computing aided analyses of dynamic buckling for railway track infrastructure

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 19, Page 2943-2968, 5 August 2025.
Abstract This paper presents a scalable parallel computing framework for simulating track buckling under dynamic train loads, enabling large‐scale railway track stability analysis. A three‐dimensional (3D) track model is developed using finite element‐based Euler–Bernoulli beam formulations for rails, dynamic force inputs, and nonlinear interactions at
Dan Agustin, Qing Wu, Maksym Spiryagin, Colin Cole, Esteban Bernal   +4 more
wiley   +1 more source

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

Applied 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

IEEE 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, Baile Lv, Ying Wang, Jialin Gao, Jian Wang   +4 more
doaj   +1 more source