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A note on effect of geometric dimensions, shape and arrangement of columns and pontoons on heave and pitch response of semi-submersible

机译:关于几何尺寸,柱子和浮翼的效果效果的注意事项和俯卧撑升降的升降响应和俯仰响应

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The study of motion response of offshore structures is important in design and operation of offshore structures. Primarily, the motion response of a semi-submersible depends upon centre of gravity, meta-centric height, geometric dimensions, arrangement and shape of the structural elements such as columns and pontoons, and operating draft of the structure. This paper reports a numerical study on the effect of geometric dimensions, shape and arrangement of columns and pontoons on the hydrodynamic response of a semi-submersible. In this paper five design configurations of a semi-submersibles with different dimensions are studied numerically using a commercially available software (i.e. ANSYS-AWQA?) and in semi-submersible design the geometric dimensions, shape and arrangement of columns and pontoons are varied and a `time domain analysis' is performed for head and beam sea conditions with an eight point moorings for 1000 m depth with an angle of 45° between each set of mooring lines for regular waves and also for different sea state conditions. In the numerical study, the potential flow diffraction analysis is used and the viscous damping is suitably assumed from the available results from literature and that is given as an `input' in the numerical simulation. In this paper, the heave and pitch responses are studied and in the first step frequency domain analysis is carried out for obtaining response amplitude operators of heave and pitch responses for head and beam sea, and these gives an idea about the geometry which has the minimum response. In second step three hour time domain analysis is performed to study heave, pitch, surge and sway responses with the two sea states (i.e. 9 and 10). The responses are analyzed for a better geometry between the five designs. Two types of mooring system are studied by varying the length of mooring lines to vary the tension. The results obtained are analyzed for minimum motion response for surge, sway, heave and - itch degrees of freedom for the design configurations and compared with each other. The shape of column is changed for the design to study the effect of shape and compute the minimum response for further study. All the results are analyzed in detail and are used to derive favourable range of column and pontoon dimensions for achieving low motion response. The presented results show the effect of geometric dimensions, shape and arrangement of columns and pontoons on heave and pitch response of semi-submersible and they can be used to arrive at the suitable shape, dimension and arrangement of columns and pontoons for minimum response.
机译:海上结构的运动响应研究在海上结构的设计和运行中是重要的。主要是,半潜水的运动响应取决于重心,元形的高度,几何尺寸,布置和结构元件的布置和形状,例如柱和浮翼,以及结构的操作草稿。本文报告了关于几何尺寸,柱子和浮翼的影响对半潜水的流体动力学反应的数值研究。在本文中,使用商业上可用的软件(即ANSYS-AWQA)和半潜尺寸的几何尺寸,色谱柱和浮翼的几何尺寸,形状和排列来进行数值使用不同尺寸的半潜尺寸的设计配置。 “时域分析”是针对头部和梁海条件进行的,其中八点系泊有1000米深度,每组系泊线之间的角度为45°,用于常规波,也用于不同的海状态条件。在数值研究中,使用潜在的流动衍射分析,并且粘性阻尼被从文献的可用结果中适当地假设,并且在数值模拟中给出作为“输入”。在本文中,研究了升降和倾斜响应,并在第一步频率域分析,用于获取头部和光束海的响应和音调响应的响应幅度算子,并且对具有最小的几何形状提出了一个想法回复。在第二步中,三个小时的时间域分析进行研究升降,俯仰,浪涌和摇摆响应(即9和10)。分析响应以在五种设计之间进行更好的几何形状。通过改变系泊线的长度来研究两种类型的系泊系统以改变张力。分析所获得的结果,用于对设计配置的浪涌,摇摆,升降和痒自由度的最小运动响应,并彼此比较。为设计改变了柱的形状,以研究形状的效果并计算进一步研究的最小响应。详细分析所有结果,并用于导出有利范围的柱和浮桥尺寸,以实现低运动响应。所提出的结果表明,柱子和浮翼的几何尺寸,形状和布置对半潜水的升降和俯仰响应的影响,它们可用于到达柱子和柱的合适的形状,尺寸和布置,以获得最小响应。

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