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高速铁路既有路基沉降代理模型搭建及行车性能预测分析OA

Establishment of A Surrogate Model for Settlement of Existing Subgrade in High-speed Railways and Predictive Analysis of Train Operation Performance

中文摘要英文摘要

本文提出一种基于径向基函数神经网络(RBFNN)的代理模型,实现路基沉降多工况下高速列车行车安全性、平稳性的快速计算.通过文献调研并结合优化拉丁超立方采样方法构建路基沉降均匀样本空间,结合 Abaqus-Isight-Python联合仿真方法,建立自动化仿真工作流,实现沉降数据的批量输入与行车性能的自动输出,并利用 RBFNN搭建了高速铁路路基沉降代理模型进行了行车性能预测分析.结果表明:与其他常见代理模型相比本文建立的代理模型预测结果相对误差较低.通过敏感性分析,得到了各结果变量随输入变量变化的规律,发现沉降波长 L对列车行车性能的各项指标基本都占据主要影响且各项参数间存在着明显的交互作用,当沉降波长为26.35 m且横向不均匀沉降因子为1时,沉降幅值的临界值达到最小为9.19 mm.

This paper proposed a surrogate model based on Radial Basis Function Neural Networks(RBFNN)to enable rapid calculation of high-speed train operational safety and ride smoothness under multi-operating conditions induced by subgrade settlement.By conducting a literature review and combining it with an optimized Latin hypercube sampling method,this paper constructed a uniformly distributed sample space for subgrade settlement.An automated simulation workflow was established using the integrated Abaqus-Isight-Python co-simulation approach,enabling batch input of settlement data and automatic output of train operation performance.Based on this dataset,an RBFNN-based surrogate model for high-speed railway subgrade settlement was developed to predict train operation performance.Results show that:the proposed surrogate model achieves lower relative errors compared to other commonly used surrogate models.Through sensitivity analysis,the variation patterns of output variables with respect to input variables are obtained.It is found that the settlement wavelength L predominantly influences all performance indicators of train operation,and significant interaction effects exist among the parameters.When the settlement wavelength is 26.35 m and the lateral differential settlement factor is 1,the critical threshold of settlement amplitude reaches its minimum value of 9.19 mm.

陈裕文;雷佳鑫;赵才友

西南交通大学土木工程学院,成都 610031||西南交通大学高速铁路线路工程教育部重点实验室,成都 610031西南交通大学土木工程学院,成都 610031||西南交通大学高速铁路线路工程教育部重点实验室,成都 610031西南交通大学土木工程学院,成都 610031||西南交通大学高速铁路线路工程教育部重点实验室,成都 610031

交通工程

高速铁路路基沉降多工况自动化仿真行车性能沉降波长临界值平稳性

high-speed railwaysubgrade settlementmulti-operating conditionsautomated simulationtrain operation performancesettlement wavelengthcritical thresholdride smoothness

《路基工程》 2026 (4)

55-61,7

国家重点研发计划项目(2023YFB2603700)

10.13379/j.issn.1003-8825.202503072

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