YANG Bing, LIAO Zhen, MA Bai-quan, XIAO Shou-ne, YANG Guang-wu, ZHU Tao. Solving method of fatigue parameters of vehicle structures based on projection in spherical direction cosine group[J]. Journal of Traffic and Transportation Engineering, 2016, 16(2): 64-71. doi: 10.19818/j.cnki.1671-1637.2016.02.008
Citation: YANG Bing, LIAO Zhen, MA Bai-quan, XIAO Shou-ne, YANG Guang-wu, ZHU Tao. Solving method of fatigue parameters of vehicle structures based on projection in spherical direction cosine group[J]. Journal of Traffic and Transportation Engineering, 2016, 16(2): 64-71. doi: 10.19818/j.cnki.1671-1637.2016.02.008

Solving method of fatigue parameters of vehicle structures based on projection in spherical direction cosine group

doi: 10.19818/j.cnki.1671-1637.2016.02.008
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  • Author Bio:

    YAN GBing(1979-), male, associate researcher, PhD, +86-28-86466433, yb@swjtu.cn

  • Received Date: 2015-11-11
  • Publish Date: 2016-04-25
  • In the traditional projection method, the maximum principal stress was assumed to be the maximum tensile stress in advance, and the tension/compression properties of principal stress were not taken into account in the projection process.To improve the above inadequacies, a solving method of fatigue parameters based on the projection in spherical direction cosine group was proposed.A series of direction cosines around the points in structure were built, and the direction of the maximum tensile stress under multiple loading conditions was searched.In the process of calculating the maximum stress and the minimum stress, the directions of principal stress were retained, hence, the original tension/compression properties of stresses were preserved.The fatigue strength assessments of welded frame of three-axle bogie and the axle box body of vehicle were analyzed by using both the traditional projection method and the proposed solving method respectively.Analysis result indicates that for the welded frame, the maximumstress of node 254570 obtained by the proposed method is 19.4% higher than the value of the traditional projection method.The large differences of the minimum stresses deduced from two methods exist at 27.8%of nodes, the opposite results even exist in signs of the minimum stresses at several nodes.The revised equivalent stress amplitudes obtained by the traditional projection method are at least 1 MPa lower than the values obtained by the proposed method at 12% of nodes, and the values were even 34.73% lower at individual node.Therefore, the subsequent fatigue strength assessment based on such fatigue parameters is unsafe.For the axle box body, the symmetrical cyclic stress amplitudes obtained by the traditional projection method deviate from the actual situation.The values of some nodes are even 45.32% lower or 51.23% higher than the values calculated by the proposed method, which will lead to dangerous or overconservative results in fatigue analysis. The direction of the maximum tensile stress is determined, and the tension/compression properties of principal stresses are considered in the present method, therefore, the proposed method is more rational and credible in fatigue analysis compared with the traditional projection method.

     

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