Theoretical Studies on the Longitudinal Inhomogeneity of Track Stiffness and a Track Status Estimation Method

Author:

Bai Wen1,Xu Lei23ORCID

Affiliation:

1. Key Laboratory of Earthquake Engineering and Vibration Engineering, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, Heilongjiang 150080, China

2. School of Civil Engineering, Central South University, Changsha 410075, China

3. State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu 610031, China

Abstract

Due to material multiplicity, rigid-flexible hybrid and environmental variations, and so forth, the properties of the tracks will be inevitably changed due to the cyclic loads temporally and spatially. In this paper, a theoretical study is conducted to clarify the influence of the longitudinal inhomogeneity of track stiffness on system responses and then a general state estimation method is proposed to inversely predict the parametric distribution of the tracks. To achieve these purposes, a 3D nonlinear vehicle-track coupled model is firstly constructed, where track systems are established by the finite element method with random parameters. Based on this dynamic model, the distribution characteristics of system responses due to random parametric excitations are properly revealed. The numerical studies show that the longitudinal inhomogeneity of track supporting stiffness has significant effects on system responses; besides, the response distributions are varied against different parametric distributions. Finally, a representative example is demonstrated to show the effectiveness of the proposed track state estimation method.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Dynamic ground pressure prediction of heavy-duty construction vehicles considering crawler parameters;Journal of the Brazilian Society of Mechanical Sciences and Engineering;2023-02-18

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