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DISPLACEMENT AND PRESSURE TRANSFER BETWEEN STRUCTURAL AND FLUID MESHES IN FLUID-STRUCTURE INTERACTION

机译:流体结构相互作用中结构和流体网之间的位移和压力传递

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Nonlinear, time-domain hydroelastic analysis of flexible offshore structures requires that the structural motion be transferred to the fluid model and the resulting fluid pressure at the fluid-structure interface be transferred from the fluid model to the structure. When the structural mesh and the fluid mesh describe two distinct three-dimensional surfaces, the transfer of displacement and pressure is both difficult and non-unique. In this paper, a new transfer strategy based on the variational-based smoothing element analysis (SEA) technique is presented. The displacement transfer uses the original formulation of the SEA method, although the application of the procedure to displacement transfer is new. For energy conservation during the reverse pressure transfer, the original functional in the SEA method is enhanced with a new term that attempts to conserve the work done by the hydrodynamic forces when obtaining the global structural nodal forces. To evaluate the transfer methodology, the hydrodynamic response of three rigid bodies are considered. Pressure contours, hydrodynamic coefficients, and motions that are calculated based on the data transferred with the proposed method are compared with the results that are obtained from standard rigid-body hydrodynamics theory that does not include a structural finite element model. The method is shown to work very well. In addition, it has general applicability and it can deal with relatively large geometric differences in the meshes.
机译:非线性,柔性海上结构的时域水液分析要求将结构运动转移到流体模型,并在流体结构界面处的所得流体压力从流体模型转移到结构。当结构网和流体网格描述两个不同的三维表面时,位移和压力的转移既困难且非唯一。本文提出了一种基于基于变分平滑元素分析(SEA)技术的新转移策略。位移转移使用海洋方法的原始配方,尽管将过程应用于位移转移是新的。对于在反压转移期间的节能,海洋方法中的原始功能通过新的术语增强,该新术语试图在获得全球结构节点力时由流体动力学的工作。为了评估转移方法,考虑了三个刚体的流体动力学响应。将基于用所提出的方法传递的数据计算的压力轮廓,流体动力系数和运动员与从标准刚体流体动力学理论获得的结果进行比较,其不包括结构有限元模型。该方法显示得很好。此外,它具有一般适用性,它可以处理网格中的相对较大的几何差异。

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