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Connection design for two-floating beam system for minimum hydroelastic response

机译:两浮梁系统的连接设计,以最小化水弹性响应

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This paper is concerned with the connection design for a two-floating beam system for minimum hydroelastic response. The frequency domain approach is used for the hydroelastic analysis. The fluid is modelled as an ideal fluid, and the floating beams are modelled by the Euler-Bernoulli beam theory. The boundary element method (BEM) and the finite element method (FEM) are applied to solve the governing equation of the fluid motion and the beam equation of motion, respectively. The study aims to investigate the optimum location and rotational stiffness of the connection for the two-floating beam system with the view to minimize the compliance. The study also investigates the effects of relative beam stiffnesses on the hydroelastic response of the two-floating beam system.
机译:本文涉及用于最小水弹性响应的两浮梁系统的连接设计。频域方法用于水弹性分析。将流体建模为理想流体,并通过Euler-Bernoulli射束理论对浮动梁进行建模。应用边界元法(BEM)和有限元法(FEM)分别求解流体运动的控制方程和梁的运动方程。这项研究的目的是研究两浮动梁系统连接的最佳位置和旋转刚度,以最大程度地降低柔度。这项研究还研究了相对梁刚度对两浮动梁系统水弹性响应的影响。

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