LI Wei, WEN Ze-feng, WU Lei, JIN Xue-song. THERMO-MECHANICAL COUPLING ANALYSIS OF RAIL IN ROLLING-SLIDING CONTACT[J]. Engineering Mechanics, 2010, 27(8): 199-204,.
Citation: LI Wei, WEN Ze-feng, WU Lei, JIN Xue-song. THERMO-MECHANICAL COUPLING ANALYSIS OF RAIL IN ROLLING-SLIDING CONTACT[J]. Engineering Mechanics, 2010, 27(8): 199-204,.

THERMO-MECHANICAL COUPLING ANALYSIS OF RAIL IN ROLLING-SLIDING CONTACT

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • A thermo-mechanical coupling analysis of the rail under a rolling-sliding state is conducted by the thermo-elasto-plastic finite element method. The temperature rise and the stress/strain near the wheel-rail contact patch of the rail are calculated. The effect of the wheel-rail creepage is also investigated. The temperature-dependent material properties are taken into consideration in the finite element model. The movement of boundary conditions of the rail surface is used to simulate the movement of wheels. The results indicate that the thermally affected zone exists mainly in a very thin layer of the material near the rail contact surface. Both the temperature rise and thermal strain increase with increasing the creepage. The circumferential and axial residual stresses generated by the thermal load in the surface layer of the rail appear to be tensile. The thermal load caused by small creepages can reduce the residual compressive stresses generated by the mechanical load. When the creepage becomes larger, however, the thermal response has a significant influence on the residual stresses and residual strains. As the creepage reaches a certain value, the circumferential and axial residual stresses in the thermo-mechanical case become tensile stresses, while in the mechanical case they appear to be compressive stresses. With further increasing the creepage, the residual stresses and residual strains in the thermo-mechanical case increase as well.
  • Related Articles

    [1]YIN Hui, YU De-jie, CHEN Ning, XIA Bai-zhan. A FINITE ELEMENT-RADIAL POINT INTERPOLATION AND FINITE ELEMENT METHOD FOR THE ANALYSIS OF PLATE STRUCTURAL-ACOUSTIC COUPLING SYSTEMS[J]. Engineering Mechanics, 2015, 32(6): 207-214. DOI: 10.6052/j.issn.1000-4750.2013.11.1102
    [2]HUANG Ren, QIU Zhi-ping. INTERVAL PERTURBATION FINITE ELEMENT METHOD FOR STRUCTURAL STATIC ANALYSIS[J]. Engineering Mechanics, 2013, 30(12): 36-42. DOI: 10.6052/j.issn.1000-4750.2012.08.0626
    [3]ZHAO Lan-hao, LI Tong-chun. IMPLEMENTATION OF FICTITIOUS CRACK MODEL USING CONTACT FINITE ELEMENT METHOD[J]. Engineering Mechanics, 2010, 27(5): 60-067.
    [4]YU Tian-tang. AN EXTENDED FINITE ELEMENT METHOD FOR MODELING CRACK PROBLEMS WITH FRICTIONAL CONTACT[J]. Engineering Mechanics, 2010, 27(4): 84-089.
    [5]TAN Feng, YANG Qing-shan, ZHANG Jian. FINITE ELEMENT METHOD OF WRINKLING ANALYSIS OF MEMBRANE STRUCTURES[J]. Engineering Mechanics, 2006, 23(S1): 62-68.
    [6]LIU Yun-he, YU Mao-hong, CHEN Hou-qun. FINITE ELEMENT METHOD FOR TRANSIENT ANALYSIS OF FLUID-STRUCTURE COUPLING PROBLEM[J]. Engineering Mechanics, 2005, 22(6): 1-6.
    [7]LIU Chang-hong, CHEN Qiu. AN INTERVAL FINITE ELEMENT METHOD FOR BUCKLING ANALYSIS OF FUZZY-STOCHASTIC STRUCTURES[J]. Engineering Mechanics, 2004, 21(1): 52-55.
    [8]YE Kang-sheng, YUAN Si. ANALYSIS OF SHELLS BY FINITE ELEMENT METHOD OF LINES (Ⅰ):BASIC THEORY[J]. Engineering Mechanics, 2002, 19(3): 20-29.
    [9]Hong Yongwen. FINITE ELEMENT METHOD FOR FRAME RATAINING STRUCTURE FOR PREVENTION OF LANDSLIDE[J]. Engineering Mechanics, 1991, 8(1): 113-122.
    [10]Shen Weiyue, Zhao Xihong. ETASIC ANALYSIS OF A PILE BY FINITE-INFINITE ELEMENT METHOD[J]. Engineering Mechanics, 1990, 7(3): 52-64.

Catalog

    Article Metrics

    Article views (1767) PDF downloads (464) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return