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ANALYSIS OF THE COUPLED DYNAMICS OF AN OFFSHORE FLOATING MULTIPURPOSE PLATFORM: PART B — HYDRO-ELASTIC ANALYSIS WITH FLEXIBLE SUPPORT PLATFORM

机译:海上浮动多用途平台的耦合动力学分析:B部分—柔性支撑平台的水弹性分析

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A multi-purpose platform (MPP) is an offshore system designed to serve the purposes of more than one offshore industry. Indeed, over the past decades, a number of industries have expanded, or are expanding, from onshore to offshore locations (renewables, aquaculture, tourism, mineral extractions, etc), and the research on these type of platform is increasing. In the present work, a MPP able to accommodate wind turbines, wave energy converters, and aquaculture systems is considered. For an overview of the MPP platform considered and its research context, please refer to the EU H2020 project overview (OMAE 2019-96104). This work presents the second part (Part B) of the analyses of the dynamics of the floating support structure for this MPP, focusing on the hydro-elastic analysis, while its complementary rigid-body hydrodynamic analysis is presented in Part A (OMAE2019-96212). The aim here is to assess if the support platform structural elasticity has a substantial impact on the dynamic response of the platform. A beam model and a 3D solid model of the support structure have been developed, and the inertial forces, hydrodynamic added mass forces, hydrostatic and mooring restoring forces have been considered in the hydro-elastic analyses performed. The results show that the dynamic response to the wave loads is not substantially influenced by the elasticity of the support structure, and that, at first approximation, a rigid-body approach is acceptable.
机译:多功能平台(MPP)是一种离岸系统,旨在为多个离岸行业提供服务。实际上,在过去的几十年中,许多行业已经从陆上扩展到或正在扩展到近海(可再生能源,水产养殖,旅游业,矿产开采等),并且对此类平台的研究也在不断增加。在当前的工作中,考虑了能够容纳风力涡轮机,波浪能转换器和水产养殖系统的MPP。有关所考虑的MPP平台及其研究背景的概述,请参阅EU H2020项目概述(OMAE 2019-96104)。这项工作介绍了此MPP的浮动支撑结构动力学分析的第二部分(B部分),重点是水弹性分析,而其补充性刚体流体力学分析则在A部分中进行了介绍(OMAE2019-96212) )。此处的目的是评估支撑平台的结构弹性是否对平台的动力响应产生重大影响。已经开发了支撑结构的梁模型和3D实体模型,并在进行的水弹性分析中考虑了惯性力,流体动力附加质量力,静水力和系泊恢复力。结果表明,对波浪载荷的动力响应基本上不受支撑结构的弹性的影响,并且一开始就可以采用刚体方法。

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