Research into the loading of a removable module for transportation of long freight in a combined train by the train ferry

G. Vatulia, A. Lovska, S. Myamlin, M. Pavliuchenkov
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Abstract

The article presents the results of determination of the loading of a removable module for transportation of long freight in a combined train by the train ferry. The article describes the results of the mathematical modelling of the dynamic loading on a removable module placed on the flat car during rolling motion of the train ferry. It suggested that the flat car was rigidly fastened and displaced together with the deck. The displacements of the removable module relative to the flat car frame and the freight relative to the removable module were neglected. The mathematical model was solved with the method of variation of constants and confirmed by means of calculation in Mathcad. It was found that the maximum value of acceleration to the flat car with the removable module was about 2.35 m/s2 (0.24g). The value of acceleration obtained was included in the strength calculation for the removable module. The calculation was based on the finite element method and realized in SolidWorks Simulation with the Mises criterion. The finite element model was formed with spatial isoparametric tetrahedrons. The results of the calculation demonstrated that the maximum equivalent stresses were in the contact area between the vertical posts and the fittings; they amounted to 284.7 MPa. The stresses obtained were lower than the allowable values by 17.5%. The yield strength of the structural material was taken as the allowable stress. The equilibrium stability factor for the removable module was also determined. The strength of the removable module on the flat car without proper displacements and with the long freight inside was provided at the roll angles of the train ferry up to 25°. The results of the research will be of value for those who are dealing with development of transport facilities with better operational efficiency for combined transportation.Key words: removable module, dynamic loading, strength, equilibrium stability, train ferry transportation.
列车轮渡运输联列长途货物可移动模块的装载研究
本文介绍了用列车轮渡确定联列长途货物运输可移动模组装载量的结果。本文描述了列车轮渡滚动运动时平车上可移动模块动载荷的数学建模结果。这表明,平板车被牢固地固定在一起,并与甲板一起移位。忽略可移动模块相对于平板车架的位移和相对于可移动模块的货物的位移。采用常数变分法对数学模型进行求解,并在Mathcad中进行了计算验证。结果表明,可拆卸模块平车的最大加速度约为2.35 m/s2 (0.24g)。得到的加速度值用于可拆卸模块的强度计算。计算基于有限元法,并在SolidWorks仿真中采用Mises准则实现。采用空间等参四面体建立有限元模型。计算结果表明:最大等效应力出现在立柱与管件接触区域;为284.7 MPa。得到的应力比允许值低17.5%。结构材料的屈服强度作为许用应力。确定了可拆卸模块的平衡稳定系数。可移动模块在没有适当位移的平板车上的强度,以及内部的长货物,在火车轮渡的滚转角高达25°时提供。本文的研究结果对开发联运运输设施,提高联运运输的运行效率具有一定的参考价值。关键词:可移动模块,动载荷,强度,平衡稳定性,火车轮渡运输。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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