首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >NUMERICAL AND EXPERIMENTAL INVESTIGATION REGARDING THE LANDING MANOEUVRE OF A CATAMARAN VESSEL AT AN OFFSHORE WIND TURBINE IN WAVES
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NUMERICAL AND EXPERIMENTAL INVESTIGATION REGARDING THE LANDING MANOEUVRE OF A CATAMARAN VESSEL AT AN OFFSHORE WIND TURBINE IN WAVES

机译:波浪中海上风轮机双体船着陆操纵的数值和实验研究

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In this work, the landing manoeuvre of a catamaran vessel at a monopile foundation is investigated by experiments compared with numerical simulations. Therefore, a method is presented which allows simulating the described landing manoeuvre at offshore structures. The simulation in the time domain is based on potential theory using a boundary element method (BEM) and it computes the motions of the rigid body due to the hydrodynamic loads which consist of the incoming waves and the diffraction caused by the monopile. Further, a fender model is implemented, considering the reaction forces due to the friction and the deformation of the fender. The model is further able to distinguish between slip and non-slip condition of the fender. Apart from this, model tests of the landing manoeuvre were carried out with a catamaran model. During the tests the model pushed its fender against an equally scaled monopile. The motions of the vessel and the forces at the attachment of the fender were measured in regular and irregular waves. The obtained data which leads to a better understanding of the hydrodynamic effects during a landing manoeuvre is compared with the simulation results in order to improve the numerical method. The validation with experimental results shows that the method is applicable to quantify the risk of the fender suddenly slipping.
机译:在这项工作中,通过实验与数值模拟相比较,研究了双体船在单桩基础上的着陆操纵。因此,提出了一种方法,该方法允许在海上结构处模拟所描述的着陆动作。时域中的模拟基于使用边界元方法(BEM)的势能理论,并计算由于流体动力载荷(包括入射波和单桩引起的衍射)而引起的刚体运动。此外,考虑到由于挡泥板的摩擦和变形引起的反作用力,实施挡泥板模型。该模型还能够区分挡泥板的打滑状态和防滑状态。除此之外,还使用双体船模型对着陆机动进行了模型测试。在测试期间,模型将挡泥板推向同等大小的单桩。船只的运动和挡泥板连接处的力以规则和不规则波测量。为了更好地数值计算,将获得的数据更好地理解了着陆操纵过程中的水动力效应,并将其与仿真结果进行了比较。实验结果的验证表明,该方法适用于量化挡泥板突然打滑的风险。

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