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A comparison of numerical methods for the time domain modelling of pile driving noise in the near field

机译:近场打桩噪声时域建模数值方法的比较

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This paper presents a comparison of numerical methods for the modelling of pile driving noise in the near field of the pile. The numerical models considered consist of (1) an axisymmetric time domain finite difference method (FDM), developed by the Centre for Marine Science and Technology in the Matlab programming language, and (2) an axisymmetric time domain finite element method (FEM), which is available as part of the PAFEC-FE commercial software suite. The FDM employs thin-shell theory to model the cylindrical steel pile and the acoustic wave equation to model the water and fluid seabed, while the FEM employs the elastic and acoustic wave equations to model sound propagation in the pile and water/fluid seabed respectively. A one-way coupling of the pile displacements to the fluid pressures is utilised in the FDM to model the acoustic radiation from the pile excitation, while the FEM employs a fully coupled fluid-structure interaction at the solid-fluid interface. Numerical results for both models are presented in the form of pile radial displacement results and pressure results in the near field of the pile. Good agreement is observed between the FDM and FEM models, while the FDM is observed to be at least twice as fast as the FEM for the considered models.
机译:本文介绍了一种数值方法的比较,该方法用于模拟桩近场中的打桩噪声。所考虑的数值模型包括(1)由海洋科学技术中心以Matlab编程语言开发的轴对称时域有限差分法(FDM),以及(2)轴对称时域有限元方法(FEM),它是PAFEC-FE商业软件套件的一部分。 FDM使用薄壳理论对圆柱钢桩进行建模,并使用声波方程式对水和流体海底进行建模,而FEM使用弹性和声波方程式分别对桩体和水/流体海底中的声音传播进行建模。在FDM中利用桩位移与流体压力的单向耦合来模拟来自桩激励的声辐射,而FEM在固体-流体界面采用完全耦合的流固耦合。两种模型的数值结果都以桩的径向位移结果和桩近场中的压力结果的形式给出。在FDM和FEM模型之间观察到良好的一致性,而对于所考虑的模型,FDM的速度至少是FEM的两倍。

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