蔡武, 温泽峰, 金学松. 钢轨接头轨缝对轮轨接触应力的影响[J]. 工程力学, 2006, 23(9): 173-178.
引用本文: 蔡武, 温泽峰, 金学松. 钢轨接头轨缝对轮轨接触应力的影响[J]. 工程力学, 2006, 23(9): 173-178.
CAI Wu, WEN Ze-feng, JIN Xue-song. EFFECTS OF RAIL GAP ON WHEEL-RAIL CONTACT STRESSES[J]. Engineering Mechanics, 2006, 23(9): 173-178.
Citation: CAI Wu, WEN Ze-feng, JIN Xue-song. EFFECTS OF RAIL GAP ON WHEEL-RAIL CONTACT STRESSES[J]. Engineering Mechanics, 2006, 23(9): 173-178.

钢轨接头轨缝对轮轨接触应力的影响

EFFECTS OF RAIL GAP ON WHEEL-RAIL CONTACT STRESSES

  • 摘要: 利用有限元软件ANSYS建立了钢轨接头端处轮轨弹塑性接触有限元模型,分析计算钢轨材料弹塑性接触应力和变形随轮轨接触点到轨缝距离变化的情况,数值结果并与Hertz接触理论的结果进行了比较。数值结果表明:Mises等效应力、最大主剪应力、塑性区和变形越靠近轨缝越大;最大等效应力和最大主剪应力的位置随接触点到轨缝距离的减小而接近轨面;在靠近钢轨接头处,钢轨几何形状突变,已不满足Hertz接触理论的假设条件,所以Hertz接触理论不适合轮轨接触应力和变形分析。

     

    Abstract: An elasto-plastic finite element model of wheel-rail contact at rail end is established using the finite element package ANSYS.Variations of stresses and deformations of rail material with the distance from the wheel-rail contact point to the rail joint are investigated.The numerical results are also compared with those from Hertz contact theory.The results show that the Mises equivalent stress,the maximum shear stress,the plastic zone size and the deformations increase with a decrease in the distance from the contact point to the rail joint.The maxim equivalent stress and shear stress occur close to the rail surface if the wheel-rail contact point approaches the rail joint.Because the rail geometry at rail gap does not satisfy the assumption of Hertz contact theory,Hertz contact theory is not suitable for the contact stress analysis when the wheel-rail contact occurs near the rail end.

     

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