海上漂浮平台高阻尼系泊系统及其对平台运动的控制效果

STRUCTURAL RESPONSE REDUCTION OF FLOATING OFFSHORE PLATFORM WITH HIGH-DAMPING MOORING SYSTEMS

  • 摘要: 该文提出了一种新型高阻尼系泊系统,以提高离岸可再生能源应用中漂浮式平台的稳定性,并减少其在波浪激励下的运动响应。该系统中的系泊缆通过一个可旋转的刚性臂与平台相连,转臂的转动受到一个由弹簧和阻尼器组成的并联装置的限制。该文建立了该系泊系统的简化模型和动力模型,分别用于高阻尼系泊系统的阻尼评估和耦合数值分析。选择OC3-Hywind 立柱式浮式平台进行高阻尼系泊系统的性能评估和优化。通过复模态分析并优化了平台的阻尼。结果表明:采用可实施的高阻尼系泊系统,平台的纵荡和横荡运动可以最大增加11.4%的附加阻尼比。在非规则波浪荷载下的耦合分析进一步表明:平台水平运动的标准差最多可减少40%,系泊缆的动态张力最大可减小约30%。

     

    Abstract: A novel high-damping mooring system is proposed to enhance the stability and reduce the structural responses of floating platforms in offshore renewable energy applications subjected to wave forces. In this system, the mooring cable is linked to the platform via a rotatable rigid arm, with the arm's rotation restricted by a spring and a damper in parallel and positioned between the arm and the platform. Simplified and dynamic models of the proposed mooring system are presented, respectively, for damping evaluation and coupled numerical analysis. The OC3-Hywind spar is selected for performance evaluation and optimization of the high-damping mooring system. The damping ratio of the platform is obtained and maximized through complex modal analysis. The results show that a maximum of 11.4% additional damping ratio can be attained for the platform surge and sway motions with implementable configuration of the mooring. Coupled analyses of the platform under irregular waves further show that the standard deviation of platform displacements can be reduced by up to 40% and cable dynamic tensions can be reduced by approximately up to 30%.

     

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