Method for Solving the Problem of Load Movement over the Ice Cover of a Reservoir along a Complex Trajectory

A. V. Galaburdin
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Abstract

Introduction. The development of the polar regions of the World Ocean contributed to an increased interest in studying wave processes in water bodies with ice cover caused by the action of a mobile load. In most papers of domestic and foreign scientists, the ice sheet was considered as an elastic or viscoelastic plate loaded with a rectilinearly moving vertical force. However, when modeling the impact of vehicles on the ice cover, it is of interest to investigate problems in which the force moves along a more complex trajectory. Therefore, this study aims at developing a method for studying the behavior of the ice cover under the action of a force moving along a trajectory of a complex shape, obeying an arbitrary law of motion.Materials and Methods. A method for solving problems of the action of an arbitrarily moving force on the ice cover of a reservoir of finite depth filled with an inviscid incompressible fluid is proposed. The ice cover was considered as a viscoelastic plate lying on the surface of a liquid in a state of potential flow. A concentrated force moving along an arbitrary closed trajectory and being periodic in time was applied to the upper surface of the plate. Hydrodynamic pressure acted on the lower surface of the plate from the liquid side. Due to the periodicity of the load applied to the plate, an integral time transformation was used to solve differential equations describing the behavior of this system. Further, using traditional methods, formulas were obtained for calculating stresses and displacements in the plate and components of the velocity vector of liquid particles. These formulas were presented in the form of an iterated integral. Numerical methods were used to calculate integrals.Results. Calculations showed that the deflection of the ice cover increased markedly with the growth of speed and tangential acceleration of the load movement. An increase in the relaxation time of ice and a decrease in the radius of the trajectory of the load also caused an increase in deflection. The distribution of the fluid particle velocity vector over the depth of the reservoir was calculated.Discussion and Conclusions. The proposed method has shown its efficiency in solving problems about the impact of a moving load on the ice cover of a reservoir. With its help, the influence of the curvature of the trajectory of motion and the mechanical properties of ice, the kinematic characteristics of the movement of the load on the deflection of the ice cover was investigated. The method simulates the impact of vehicles on the ice cover of a reservoir. The results of its application can be used under the construction of ice roads or airdromes on ice.
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水库覆冰荷载沿复杂轨迹移动问题的求解方法
介绍。世界海洋极地地区的发展促进了人们对研究由移动荷载作用引起的冰盖水体中的波浪过程的兴趣的增加。在国内外科学家的大多数论文中,冰盖被认为是一个弹性或粘弹性的板,加载着一个直线运动的垂直力。然而,当模拟车辆对冰盖的影响时,研究力沿着更复杂的轨迹移动的问题是有意义的。因此,本研究旨在开发一种方法来研究冰盖在遵循任意运动规律的复杂形状运动轨迹的力作用下的行为。材料与方法。提出了一种求解任意移动力作用于有限深度、充有无粘不可压缩流体的储层冰盖问题的方法。冰盖被认为是一个粘弹性板,躺在液体表面处于势流状态。在板的上表面施加沿任意闭合轨迹运动且时间上周期性的集中力。动水压力从液侧作用于板的下表面。由于施加在板上的载荷具有周期性,采用积分时间变换来求解描述该系统行为的微分方程。在此基础上,利用传统的计算方法,推导出板内应力、位移和液体颗粒速度矢量分量的计算公式。这些公式以迭代积分的形式给出。采用数值方法计算积分。计算表明,随着荷载运动速度和切向加速度的增加,冰盖的挠度显著增大。冰的松弛时间的增加和载荷轨迹半径的减小也会引起挠度的增加。计算了流体颗粒速度矢量在储层深度上的分布。讨论和结论。该方法在求解移动荷载对水库冰盖的影响问题方面具有较好的效果。在此基础上,研究了冰体运动轨迹曲率、冰体力学特性、载荷运动的运动学特性对冰体挠度的影响。该方法模拟了车辆对水库冰盖的影响。其应用结果可用于冰雪道路或冰雪机场的建设。
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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