车辆-有砟轨道-路基空间耦合动力学方法、装置及设备

By employing a three-dimensional spatial coupled dynamics method, combined with the discrete element method and the finite difference method, a refined analysis of the vehicle-ballast track-subgrade system was achieved. This solves the problem of incomplete simulation in existing methods and provides more reliable analysis results and construction and maintenance guidance.

CN116362089BActive Publication Date: 2026-07-17SHENZHEN UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHENZHEN UNIV
Filing Date
2023-03-28
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing vehicle-ballast track spatial coupling dynamics calculation methods cannot simulate the complex geometry and granular characteristics of ballast, cannot analyze the mechanical behavior of ballast particles such as collision, rotation, misalignment and flow, and cannot consider the porosity, density and compactness of the track bed structure, resulting in unreliable and incomplete analysis results.

Method used

A spatial coupling dynamics method is adopted, which uses a three-dimensional vehicle model, a three-dimensional ballasted track model, and a three-dimensional roadbed model. The ballasted track model is established by using the discrete element method, and the roadbed continuous medium model is established by combining the finite difference method. Refined modeling and simulation calculations are performed to analyze the interaction between vehicles, tracks and roadbed.

Benefits of technology

To effectively study the spatial dynamic interaction mechanism of vehicles, ballasted track, and subgrade, to understand the micro- and macro-mechanical behavior of ballasted track and the evolution of its service status, and to provide theoretical guidance for the construction and maintenance of ballasted track and subgrade.

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Abstract

本申请公开了一种车辆‑有砟轨道‑路基空间耦合动力学方法、装置及设备,其方法包括:读取轨道不平顺样本、系统运动状态并计算,得到轮对位移及钢轨离散元颗粒位移;对轮轨接触点所相邻的钢轨离散元颗粒位移进行位移拟合,得到接触点钢轨位移;根据接触点钢轨位移、轮对位移及轨道不平顺样本,采用预设的非赫兹接触特性的轮轨滚动接触模型,求解空间动态轮轨力;对接触点空间动态轮轨力等效转换到相邻的钢轨离散元颗粒上并计算,得到车辆‑有砟轨道‑路基空间耦合分析系统的动态响应数据,可以有效研究车辆‑有砟轨道‑路基的空间动态相互作用机制,进而掌握有砟轨道细宏观力学行为及服役状态演变规律,有砟轨道‑路基的建设和养维提供理论指导。
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