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Steel Catenary Riser Design Based On Prescribed Motions from Coupled Analysis Methodology

机译:基于耦合分析方法的规定动作的钢绕线提升机设计

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In a riser design, the assessment traditionally adopted by the industry for the attainment of platform motions applied to the top of the riser consists in the use of de-coupled methodologies. Those formulations consider the static environmental loads over the platform (current and wind) through a static offset and the dynamic environmental loads due to wave through imposition of top riser displacement calculated from cross spectral response of sea spectrum and vessel's RAOs (Response Amplitude Operators). Nowadays due to shift of oil and gas exploitation to deeper waters more accurate methodologies, based on coupled analysis, have been introduced. The coupled analysis considers the interaction between the hydrodynamic behavior of the hull and the structural behavior of mooring lines and risers submitted to environmental loads. For deep waters the coupling effects of lines over platform motions can be especially significant and it is expected a reduction of the amplification of platform motions if compared to the platform motions obtained from de-coupled analysis. This paper presents a typical Steel Catenary Riser design, connected to a semi-submersible platform, where the motions applied to the top of riser are obtained from the "traditional" way (de-coupled) and from the coupled analysis. A numerical application will be presented in order to assess the comparison of the two presented methods in terms of SCR results. The coupled model studied herein is composed of approximately 80 lines connected to the platform, which requires an excessive computational effort. In order to reduce the CPU time some additional studies are performed considering the variation of line mesh discretization and time step size. The objective of this study is the adoption of an optimized model keeping the required accuracy of platform motions results to be applied on top of SCR. The CPU time consuming and platform motions are presented. The significance of this work is the conclusion that a Steel Catenary Riser design adopting prescribed displacements from coupled analyses will provide more realistic and optimum results.
机译:在立管的设计,传统的行业采用平台运动的程度的评估适用于立管顶部在于使用解耦方法的。那些制剂通过静态偏移,并且由于通过从海光谱和容器的RAOS(响应振幅算)的横光谱响应计算顶冒口位移的拼版波动态环境负荷考虑在平台(电流和风能)的静态环境负荷。现在,由于石油和天然气开采转移到更深的水域更精确的方法的基础上,耦合分析,已经引入。耦合分析考虑船体的流体动力学行为和系泊提交环境负荷线和立管的结构行为之间的相互作用。对于深水超过平台的运动线的耦合效应可能特别显著,如果与来自解耦合分析获得的平台运动预计的减少平台运动的扩增。从“传统的”方式获得的典型钢悬链线立管的设计,连接到半潜式平台,其中,所述运动施加到立管顶部本文呈现(去耦合的),并从耦合分析。数值的应用程序将在以评估两个提出的方法在SCR结果方面的比较来呈现。本文研究的耦合模型由连接到平台,这需要过多的计算工作量大约80行。为了减少CPU的时间一些另外的研究中进行考虑线的网格离散和时间步长的变化。这项研究的目的是对SCR的顶部被应用采取的优化模型保持平台的运动结果的精度要求。该CPU耗费时间和平台的运动都。这项工作的意义是这样的结论一个钢悬链线立管设计采用从耦合分析指定位移将提供更现实和最佳的结果。

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