Kai Liu, Yiming Du, Min Xue, Qiantao Ma, Ganzhong Liu, Rong Chen, Ping Wang
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引用次数: 0
Abstract
The discrete element method (DEM) can describe the mesoscopic motion and contact behavior of irregular railway ballast particles, but its low computational efficiency limits long-duration simulation of ballast-bed evolution under repeated loading. To address this limitation, this study proposes an acceleration-based continuous convolutional neural network (CCNN) for rapid ballast particle motion prediction. Different from position-based prediction methods, the proposed method reformulates the network output from particle position correction to acceleration correction, and updates particle velocity and position through kinematic integration, thereby reducing the error amplification caused by velocity back-calculation through positional differencing. A calibrated DEM model evaluated against laboratory angle-of-repose tests was used to generate 100,000 training samples, and the trained model was subsequently assessed using same-scenario and cross-scenario ballast deposition cases. For a 50 s prediction involving 433 ballast particles, the proposed method achieved a computational efficiency approximately 542 times higher than DEM, with a 9.88% relative error in the angle of repose and a 75.6% reduction in average centroid drift compared with the position-based method. In a cross-scenario case where the particle number increased by a factor of 2.5, the proposed method remained approximately 402 times faster than DEM and reduced the centroid drift error by 97.75%. These results indicate that the acceleration-based CCNN can substantially improve DEM-based ballast particle motion prediction efficiency while maintaining stable particle-position evolution and preliminary cross-scenario adaptability. The proposed method provides a technical basis for rapid DEM-based ballast particle motion prediction and future extension to ballast-bed structural optimization and evaluation of maintenance effectiveness.
期刊介绍:
Computer-Aided Civil and Infrastructure Engineering stands as a scholarly, peer-reviewed archival journal, serving as a vital link between advancements in computer technology and civil and infrastructure engineering. The journal serves as a distinctive platform for the publication of original articles, spotlighting novel computational techniques and inventive applications of computers. Specifically, it concentrates on recent progress in computer and information technologies, fostering the development and application of emerging computing paradigms.
Encompassing a broad scope, the journal addresses bridge, construction, environmental, highway, geotechnical, structural, transportation, and water resources engineering. It extends its reach to the management of infrastructure systems, covering domains such as highways, bridges, pavements, airports, and utilities. The journal delves into areas like artificial intelligence, cognitive modeling, concurrent engineering, database management, distributed computing, evolutionary computing, fuzzy logic, genetic algorithms, geometric modeling, internet-based technologies, knowledge discovery and engineering, machine learning, mobile computing, multimedia technologies, networking, neural network computing, optimization and search, parallel processing, robotics, smart structures, software engineering, virtual reality, and visualization techniques.