• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
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Volume 59 Issue 2
Apr.  2024
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Article Contents
WANG Ping, ZHANG Hongji, SUN Yaoliang, AN Boyang, HE Qing. Three-Dimensional Wheel–Rail Contact Thermal Analysis Considering Temperature-Dependent Material Property[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 239-246, 306. doi: 10.3969/j.issn.0258-2724.20220093
Citation: WANG Ping, ZHANG Hongji, SUN Yaoliang, AN Boyang, HE Qing. Three-Dimensional Wheel–Rail Contact Thermal Analysis Considering Temperature-Dependent Material Property[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 239-246, 306. doi: 10.3969/j.issn.0258-2724.20220093

Three-Dimensional Wheel–Rail Contact Thermal Analysis Considering Temperature-Dependent Material Property

doi: 10.3969/j.issn.0258-2724.20220093
  • Received Date: 08 Feb 2022
  • Rev Recd Date: 09 Jul 2022
  • Available Online: 13 Sep 2023
  • Publish Date: 13 Jul 2022
  • In order to study the influence of the temperature-dependent material property on the wheel–rail contact behavior and frictional temperature rise, a three-dimensional wheel–rail thermal-mechanical coupling model considering the temperature-dependent material property was proposed in this paper, which could consider the longitudinal and lateral creepage rates and spins to simulate the service state of the wheel–rail system more realistically. In this paper, the influence of the thermal-mechanical coupling modeling method on the wheel–rail frictional temperature rise and contact stress was first studied. Subsequently, this model was applied to the simulation of vehicle–rail interaction of subways running on a small radius curve. The results show that when the temperature reaches 450 ℃, the wheel–rail contact stress is significantly reduced by 20%. After considering the thermal-mechanical coupling modeling, the predicted temperature rise of wheel–rail interface is significantly lower than that without considering the thermal-mechanical coupling modeling. When the creepage rate is 0.16, the difference between the two can reach 51%. Due to excessive creepage rate and spin, the wheel–rail frictional temperature rise will increase sharply to 750 ℃ when subways run on a small radius curve. Therefore, the wheel–rail thermal-mechanical coupling modeling should be considered to avoid overestimating the wheel–rail frictional temperature rise and wheel–rail contact stress.

     

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