Study on instrumental coupler for heavy haul train

• Yazhao Wang ^[1] ; Wei Zhou ^[1] ; Kang Zhou ^[2] ; Congcong Fang ^[1] ; Hongkai Yan ^[1] ; Zhixin Wang ^[1] ; Xinyi Zhou ^[1]
  1. [1] Central South University

     Central South University

     China

     
  2. [2] stitute of Science and Technology, Daqin Railway Co.,Ltd., Taiyuan, China
• Localización: Mechanics based design of structures and machines, ISSN 1539-7734, Vol. 53, Nº. 3, 2025, págs. 1927-1949
• Idioma: inglés
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• Resumen

  • As a crucial load-bearing component, coupler’s safety is pivotal for sustainable railway industry development and is extensively scrutinized due to its complex loading environment. However, current research predominantly concentrates on the longitudinal dynamic behavior of couplers, neglecting factors such as nodding and shaking during traversals along curves and ramps. This study proposes an innovative method aimed at identifying multiple loads on couplers, which includes longitudinal tension and compression, lateral shaking, and vertical nodding forces. A theoretical load identification method based on strain sum and difference on coupler shank faces under various loading scenarios is established by finite element analysis. To facilitate accurate measurement, Wheatstone bridges are employed for three-dimensional force measurement, facilitating strain calculation and temperature compensation. The validity of the proposed approach is confirmed through comprehensive validation, encompassing finite element simulation, laboratory experimentation, and vehicle tests. Results demonstrate the robustness of the method, with maximum load deviations of 2.32% longitudinally, 22.52% horizontally, and 19.86% vertically observed during laboratory tests. Results indicate the proposed method’s accuracy and efficiency in heavy haul train coupler load assessment.