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Small scale experimental validation of a numerical model of the HarshLab2.0 floating platform coupled with a non-linear lumped mass catenary mooring system

机译:与非线性集体围网系泊系统的Harshlab2.0浮动平台数值模型的小规模实验验证

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摘要

When focusing on mooring system numerical modelling, the efforts are focused on validating models that increase the accuracy and maintain the computation time under reasonable limits. In this paper an approach for modelling the interaction among supporting structure and mooring system is introduced through kinematic relations. The proposed approach has been validated with the experimental wave tank 1:13.6 scaled data of the HarshLab 2.0 platform, a CALM type buoy moored with a three-line catenary system and used as a floating laboratory for materials and corrosion testing, to be installed at BiMEP. The drag forces of the buoy as well as the Morison coefficients of the heave-pitch coupling, induced by the attached structure for ships boat landing, have been identified. Results of the mooring line tensions are validated with imposed displacements of the structure and, subsequently, with coupled simulations of the moored buoy in a set of realistic sea states. Sources of differences on the estimation of line tensions are found to be mainly due to uncertainties of seabed friction forces, a high sensitivity of line tensions to small swaying and a poor pitching performance of the numerical model, very likely due to a very non-linear pitching of the physical model.
机译:在专注于系泊系统数值模型时,努力集中在验证模型上,这些模型可以在合理的限制下维持计算时间。本文通过运动关系引入了一种用于建模支持结构和系泊系统之间的相互作用的方法。所提出的方法已通过实验波罐1:13.6缩放数据的持续的Harshlab 2.0平台数据,一个平静的浮标与三线凸状系统系泊,用作材料和腐蚀测试的浮动实验室,安装在bimep。已经鉴定了由附着的船舶着陆的附加结构引起的船舶耦合的浮标的阻力以及升音耦合的摩托的系数。系泊线张力的结果验证了结构的施加施加的位移,随后,在一组现实海区的耦合模拟停泊浮标。发现线紧张局势估计的差异来源主要是由于海底摩擦力的不确定性,线张力的高灵敏度与数值模型的小摇摆和较差的俯仰性能,很可能是由于非常非线性的投球物理模型。

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