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基于弹性层状体系理论下的重载铁路轨道 结构动力响应研究
引用本文:郭抗美,滑晶晶.基于弹性层状体系理论下的重载铁路轨道 结构动力响应研究[J].科学技术与工程,2018,18(17).
作者姓名:郭抗美  滑晶晶
作者单位:河北工业大学土木与交通工程学院
摘    要:通过分析重载铁路轨道结构的受力特征,得出车辆荷载在轨枕上的分担规律。基于二维弹性层状体系理论建立了重载铁路轨道结构的层状体系力学模型。利用MATLAB软件编制相应的程序计算出弹性层状体系的理论解,将得出的计算数据和大秦线实测数据做对比分析,检验出计算程序的正确性和弹性层状体系理论研究方法的可行性,为今后重载铁路轨道结构动力响应的研究提供了一套新的思路和方法。

关 键 词:铁路轨道  受力特征  弹性层状体系理论  力学模型  动力响应
收稿时间:2017/12/11 0:00:00
修稿时间:2018/3/7 0:00:00

Dynamic Response Study of Heavy Haul Railway Track Structure Based on Elastic Layered System Theory
guokangmei and.Dynamic Response Study of Heavy Haul Railway Track Structure Based on Elastic Layered System Theory[J].Science Technology and Engineering,2018,18(17).
Authors:guokangmei and
Institution:Hebei University of Technology,
Abstract:This paper obtains sharing rule of vehicle load on the sleeper by analyzing the force characteristics of the track structure. Based onthe two-dimensional elastic layered system theory, this paper establishes the mechanical model of the layered system under the rail structure.The MATLAB software program can calculate the theoretical solution of elastic layered system,and compared with the testing data on DaQin line, it can verify the feasibility of the validity of the calculation program and the feasibility of the elastic layered system theory method.This paper provides a new train of thought and method for the study of the dynamic response of heavy haul railway track structure in the future.
Keywords:Railway track  Force characteristics  Elastic layered system theory  Mechanical model  Dynamic response
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