基于光滑粒子流体动力学的桥墩波浪作用数值模拟

NUMERICAL SIMULATION OF WAVE EFFECT ON PIER BASED ON SMOOTHED PARTICLE HYDRODYNAMICS

  • 摘要: 桥墩在海洋环境中会受到不同形式的波浪作用,研究深海桥墩在波浪作用下的动力响应对于桥梁结构的安全建造、有效使用和维护至关重要。该文利用光滑粒子流体动力学(Smoothed Particle Hydrodynamics, SPH)在模拟流体方面的高效优势,基于开源平台DualSPHysics建立了数值波浪水槽,进行了数值造波和波高监测,验证了将SPH方法应用在推板造波过程和结果中的可行性和准确性。建立物理试验对照工况,分析了不同截面的结构在不同波高、周期下所受波浪力的变化,并分析了SPH方法与基于网格的计算机流体力学方法在模拟效率上的区别。该文还分析了光滑粒子间距对数值模拟的影响,以及计算机硬件对于SPH方法的模拟效率影响。研究结果表明:SPH方法能准确模拟流体运动现象,模拟波浪力的结果与实验数据的相对误差不超过5%,且模拟效率显著高于基于网格的方法;粒子间距是影响SPH方法计算效率和精度的关键因素,GPU中的CUDA(Compute Unified Device Architecture)数对SPH方法的计算精度和效率具有显著影响。

     

    Abstract: Bridge piers are subject to various wave effects in marine environment. Studying the wave forces on deep-ocean bridge piers is crucial for the safe construction, effective use and maintenance. A numerical wave tank was established based on the open source platform DualSPHysics, utilizing the high efficiency of Smoothed Particle Hydrodynamics (SPH) in fluid simulation. Numerical wave generation and wave height monitoring were conducted to verify the feasibility and accuracy of the SPH method in wave generation and results. Experiment control conditions were established to analyze the variation of wave forces on structures with different cross-sections under various wave heights and periods. The simulation efficiency of the SPH method was compared with grid-based computational fluid dynamics methods, and the influence of inter-particle distance and computer hardware on SPH simulation efficiency was analyzed. Experiments demonstrate that the SPH method accurately simulates fluid motion, the simulated wave forces match experimental data well with a relative error of 5%, and the simulation efficiency is significantly higher than that of the grid-based methods. Inter-particle distance significantly affects the computational efficiency and accuracy, and the number of CUDA cores in the GPU significantly influences the computational accuracy and efficiency of the SPH method.

     

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