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A study on full interaction of water waves with moored rectangular floating breakwater by applying 2DV scaled boundary finite element method

机译:通过施加2DV缩放边界有限元法通过施加矩形浮动防波水的完全相互作用研究

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摘要

The problem of interaction between water wave and moored rectangular floating breakwater is studied using the semi-analytical Scaled Boundary Finite Element Method (SBFEM) in a two-dimensional vertical plane. The current study applies a generalized solution process by locating the scaling center within the bounded subdomains instead of the body of structure, resulting in a homogeneous SBFEM equation. In spite of the merits of such choice for the scaling center that makes possible the analysis of non-rectangular objects, the method is changed to numerical-analytical one with its consequences. Such numerical solution in the problem of water wave radiation and diffraction is validated by comparing the results with previous reported studies. The generality and robustness of the current SBFEM-based model is also examined for non-rectangular cross-sections of the floating breakwater. Focusing on the proposed SBFEM-based model, the full wave-rigid body interaction is analyzed for a moored rectangular floating structure. Moreover, in order to make the linear numerical modeling accurate, taking into account the nonlinear aspects of the interaction problem, the artificial damping coefficients are quantified, and the relevant formula is derived.
机译:利用二维垂直平面中的半分析缩放边界有限元方法(SBFEM)研究了水波与系泊矩形浮渣的相互作用的问题。目前的研究通过将缩放中心定位在有界子域内而不是结构主体中来应用广义解决方法,从而产生均匀的SBFEM方程。尽管该缩放中心的选择的优点是使得非矩形对象分析的分析,但该方法将改变为具有其后果的数字分析。通过将结果与先前的报告的研究进行比较,验证了水波辐射和衍射问题中的这种数值溶液。还检查了基于SBFEM的模型的一般性和鲁棒性,用于浮动防波堤的非矩形横截面。专注于所提出的基于SBFEM的模型,分析了充分波刚体相互作用以进行停泊的矩形浮动结构。此外,为了使线性数值建模精确,考虑到相互作用问题的非线性方面,量化人工阻尼系数,并导出相关公式。

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