冰-水耦合作用下流冰对明渠的撞击破坏响应分析
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TV672

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国家自然科学基金资助项目(51969011);甘肃省科技计划资助项目(20JR10RA274, 20JR2RA002)


Analysis of the impact damage response of open channels by drift ice under coupled ice-water action
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    摘要:

    为研究水介质中流冰对输水明渠的撞击影响,基于流固耦合的计算方法,运用LS?DYNA软件对水介质中流 冰与明渠的撞击过程进行非线性有限元仿真,并通过几何比尺为1∶10进行模型试验验证。以流冰与明渠碰撞角 度、流冰厚度、明渠衬砌混凝土强度等级为变量,探究其对流冰碰撞输水明渠的影响规律。结果表明:碰撞角度为 90°工况下的明渠衬砌撞击区的最大等效应力与X方向最大位移分别是38.66°,45°,63.43°工况平均峰值的3.01倍和 4.19倍,且90°工况下明渠衬砌撞击区发生了约为5.72×10-6 m的损伤变形,而38.66°,45°,63.43°工况下的损伤变形 约0~4.78×10-7 m,表明倾斜的坡面可以有效减小流冰对明渠撞击区的撞击力、位移及损伤变形;流冰厚度对明渠 衬砌撞击的最大等效应力与X方向最大位移呈现出近似的线性关系;流冰对明渠衬砌撞击的最大等效应力与X方 向最大位移随着混凝土强度等级的增大而逐渐减小,两者呈现出近似的线性关系。综合分析所模拟的不同工况可 以发现,冰渠之间的水由于受到冰运动时的挤压作用而预先产生一个高压力场,在求解分析时应充分考虑,不可忽 略;同时,试验值与模拟值基本吻合,表明数值模拟仿真模型准确可靠。

    Abstract:

    In order to study the impact of ice in the water medium on the open channel, based on the calculation method of fluid structure coupling, the LS-DYNA software is used to perform a nonlinear finite element simulation of the impact process between the ice in the water medium and the open channel is 1∶10 for model test verification. Taking the collision angle of drift ice and the open channel, the thickness of drift ice, and the strength grade of the concrete lining of the open channel as variables, the law of its influence on the collision of drift ice in the open channel is explored. The results show that the maximum equivalent stress and the maximum displacement in the X direction in the impact area of the open channel lining under the collision angle of 90° are respec tively 3.01 and 4.19 times the average peak value of the 38.66°, 45°, and 63.43° working conditions. And under the collision angle of 90° , the damage and deformation of the open channel lining impact area is about 5.72×10-6 m, while the damage and deforma tion under the working conditions of 38.66°, 45° and 63.43° are about 0~4.78×10-7 m, indicating that the inclined slope can effec tively reduce the impact force, displacement and damage deformation of the ice on the open channel impact area; the maximum equivalent stress of the ice thickness on the open channel lining impact and the maximum displacement in the X direction show an approximate linear relationship; the ice on the open channel lining the maximum equivalent stress of the impact and the maximum displacement in the X direction gradually decrease with the increase of the concrete strength grade, and the two show an approxi mate linear relationship; the different working conditions simulated by the comprehensive analysis show that the water between the ice canals a high pressure field is generated in advance due to the squeezing effect of ice movement, which should be fully consid ered in the solution analysis and cannot be ignored. At the same time, the test value and the simulation value are basically consis tent, indicating that the numerical simulation model is accurate and reliable.

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贾治元,贡 力,党丹丹,董洲全,杨腾腾.冰-水耦合作用下流冰对明渠的撞击破坏响应分析[J].振动工程学报,2023,36(4):1033~1042.[JIA Zhi-yuan, GONG Li, GONG Li, DONG Zhou-quan, YANG Teng-teng. Analysis of the impact damage response of open channels by drift ice under coupled ice-water action[J]. Journal of Vibration Engineering,2023,36(4):1033~1042.]

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  • 在线发布日期: 2023-09-21
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