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轮轨作用力与垂向载荷位置的轨旁识别法研究

王祉歆 周伟 王雅昭 孙博 闫宏凯 方聪聪

铁道科学与工程学报2024,Vol.21Issue(7):2957-2968,12.
铁道科学与工程学报2024,Vol.21Issue(7):2957-2968,12.DOI:10.19713/j.cnki.43-1423/u.T20231653

轮轨作用力与垂向载荷位置的轨旁识别法研究

Wayside identification method for railway wheel rail force and vertical load position

王祉歆 1周伟 1王雅昭 1孙博 1闫宏凯 2方聪聪1

作者信息

  • 1. 中南大学 交通运输工程学院,湖南 长沙 410075||中南大学 轨道交通安全教育部重点实验室,湖南 长沙 410075||轨道交通安全关键技术国际合作联合实验室,湖南 长沙 410075||轨道交通列车安全保障技术国家地方联合工程研究中心,湖南 长沙 410075
  • 2. 中南大学 交通运输工程学院,湖南 长沙 410075||中国铁路乌鲁木齐局集团有限公司,新疆 乌鲁木齐 830011
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摘要

Abstract

To solve the problems of complex manufacturing processes,high manufacturing costs,and inability to measure wheel rail contact positions in existing wheel rail force identification methods,a new wayside identification method was proposed.This method aimed to measure the magnitude of lateral and vertical wheel rail contact forces,as well as the position of vertical load.Based on the decoupling of multiple loads in wheel rail contact,a theoretical relationship model was established,linking the magnitudes of lateral and vertical wheel-rail contact forces and the position of the vertical contact force to the vertical strain summation and strain subtraction on both sides of the rail web.Subsequently,a reverse calculation model for identifying the magnitude and position of wheel rail force was obtained based on the calculation of strain on both sides of the rail web.An orthogonal strain gauge bridge,designed to act on both sides of the rail web,was implemented to identify the strain responses corresponding to wheel-rail contact loads at the rail web position.The designed bridge performs arithmetic operations on strains from both sides of the web while simultaneously considering temperature self-compensation.Relationship coefficients between multiple loads and strains on both sides of the web were obtained through loading calibration experiments.Randomly loading tests were conducted to validate the accuracy of identifying the magnitudes of lateral and vertical wheel-rail contact forces,as well as the positions of vertical contact forces.The accuracy of identifying the magnitude of wheel rail contact forces using the new measurement method and the national standard method was compared and analyzed in vehicle tests.The research results can indicate that the proposed wheel-rail contact force identification method achieves an error within 6.2%for force magnitude and 7.6%for the position of the vertical load,thereby realizing accurate identification of wheel-rail contact force magnitudes and vertical load eccentric positions using the wayside identification method.The research results can provide scientific data support for further ensuring the precise assessment of the reliable serviceability of rails.

关键词

轮轨接触力/轨旁法/接触位置/理论公式/有限元分析/识别电桥

Key words

wheel rail contact force/wayside method/contact location/theoretical formula/finite element analysis/identification bridge

分类

交通工程

引用本文复制引用

王祉歆,周伟,王雅昭,孙博,闫宏凯,方聪聪..轮轨作用力与垂向载荷位置的轨旁识别法研究[J].铁道科学与工程学报,2024,21(7):2957-2968,12.

基金项目

国家重点研发计划(2022YFF0609400) (2022YFF0609400)

中国铁路乌鲁木齐局集团有限公司科技研究开发计划重点课题(WLMQ-JGBM-KXB-KWB-2022-0002) (WLMQ-JGBM-KXB-KWB-2022-0002)

铁道科学与工程学报

OA北大核心CSTPCDEI

1672-7029

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