耦合有限体积与模态叠加的冲击载荷预报方法及验证

Impact load prediction method based on coupling of finite volume and modal superposition and verification

  • 摘要: 【目的】为解决海洋结构物入水冲击双向强流固耦合求解问题,提出一种高效、精确的冲击载荷预报方法。【方法】在开源计算流体力学库OpenFOAM中,基于分区双向耦合理论,提出了耦合有限体积法与模态叠加法的冲击载荷双向流固耦合计算方法;通过二维平板溃坝冲击试验与20°底升角弹性楔形体入水砰击试验,系统验证了该方法的计算性能,并分析了弹性效应显著时动力学和运动学效应对计算精度的影响。【结果】该方法计算结果与试验结果具有良好的一致性:二维平板溃坝冲击中,平板顶部最大冲击变形计算误差约为7%;弹性楔形体入水砰击中,砰击压力峰值计算误差约为2%,应力峰值计算误差为5%–12%。【结论】所提出的耦合有限体积与模态叠加的冲击载荷计算方法具有良好的计算精度和可靠性,满足实际工程应用需求;对于弹性效应显著的冲击问题,在流固耦合求解时必须在计算流域节点载荷中考虑动力学和运动学效应的影响。

     

    Abstract: Abstract: Objectives To address the problem of solving two-way strong fluid-structure interaction (FSI) in water impact of marine structures, an efficient and accurate impact load prediction method is proposed. Methods In the open-source computational fluid dynamics library OpenFOAM, based on the partitioned two-way coupling theory, a two-way FSI calculation method coupling the Finite Volume Method (FVM) and modal superposition for impact load prediction is proposed. The computational performance of this method is systematically verified through a two-dimensional dam-break impact test on a flat plate and a water slamming test on an elastic wedge with a 20° deadrise angle, and the influence of dynamic and kinematic effects on calculation accuracy under significant elastic effects is analyzed. Results The calculation results of this method show good agreement with experimental data: for the two-dimensional dam-break impact on the flat plate, the calculation error of the maximum impact deformation at the plate top is about 7%; for the water slamming of the elastic wedge, the calculation error of the peak slamming pressure is about 2%, and the calculation error of the peak stress ranges from 5% to 12%. Conclusions The proposed impact load calculation method coupling finite volume and modal superposition demonstrates good calculation accuracy and reliability, meeting the requirements of practical engineering applications; for impact problems with significant elastic effects, it is imperative to consider the influence of dynamic and kinematic effects when calculating nodal loads in the fluid domain during FSI solution.

     

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