REVIEW ARTICLE


Strength Analysis and Experiment of High Speed Railway Gearbox Bracket



Jianwei Yang*, 1, 2, Minghan Yang1, 2, Xi Li3, Xing Wang4
1 School ofMachine-Electricity and Automobile Engineering, Beijing University ofCivil Engineering Architecture, Beijing, 100044, China
2 Beijing Engineering Research Center ofMonitoring for Construction Safety, Beijing University ofCivil Engineering Architecture, Beijing, 100044, China
3 Subway Operation Technology Centre, Mass Transit Railway Operation Corporation LTD, Beijing, 102208, China
4 School ofComputing, Taiyuan University ofScience and Technology, Taiyuan, Shanxi, 030024, China


© 2015 Yang et al

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: (https://creativecommons.org/licenses/by/4.0/legalcode). This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the School of Machine-electricity and Automobile Engineering, Beijing University of Civil Engineering Architecture, Beijing, 100044, P.R. China; Tel: +86 1068322515; E-mail: railyjw@163.com


Abstract

Light-weighting of high speed railway equipments has become a major trend, which leads to the upgradations of equipments. A new C-shaped bracket has been produced to connect the driving gearbox with the bogie. This paper built a three-dimensions model of a C-shaped bracket, got the maximum distribution of the stress and deformation under two different working conditions from finite element analysis (FEA). Then it presents a method to perform a corresponding experiment. It is observed that the computed values form FEA are in very good agreement with the experimental values, which both verified the structural strength of this C-shaped bracket.

Keywords: C-shaped bracket, Finite element analysis, High speed railway, Structural strength experiment.