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Vortex-Induced Motion of Nonlinear Compliant Low Aspect Ratio Cylindrical Systems

机译:非线性顺应性低长宽比圆柱体系统的涡激运动

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Mooring systems employed for floating structures commonly result in nonlinear load-excursion characteristics. The nonlinear stiffness and the subsequent amplitude-dependent natural frequency influence the vortex-induced motion of the structure. The application of linear stiffness vortex-induced motion modelling and experimental data has been shown to produce significant uncertainties regarding the onset and vortex-induced response prediction of catenary moored cylindrical structures (Bjarke et al., 2003; Dijk et al., 2003). This study specifically investigated the 2-degrees-of-freedom vortex-induced motion of nonlinearly compliant elastically mounted rigid cylinders. Specifically considered was the 3rd-order polynomial hard-spring stiffness typical of catenary moorings. The linear and cubic compliance components were independently varied over the nonlinear compliance ratio range of 0 to 0.29. The study revealed that the analysis of nonlinear compliant structures, assuming the corresponding linear system response, is conservative with respect to mean inline structure displacement and the maximum inline and transverse oscillatory response. Relative to the nonlinear compliant system, the transverse and inline motions were overpredicted by adopting a linear restoring force model. The vortex-induced vibration initial lock-in conditions were also unaltered with increasing nonlinear stiffness. Conversely, the analysis of nonlinear compliant structures, assuming the corresponding linear system response, is not conservative with respect to the lock-out point and the maximum structure excursion (and consequently the maximum mooring line tension experienced) over the lock-in range. This has potential bearing on the way in which highly nonlinear compliant systems are modelled with regard to their vortex-induced motion response.
机译:用于浮式结构的系泊系统通常会导致非线性负载偏移特性。非线性刚度和随后随振幅变化的固有频率会影响结构引起的涡旋运动。线性刚度涡流诱发的运动模型和实验数据的应用已显示出对悬链式锚泊圆柱结构的开始和涡流诱发的响应预测的重大不确定性(Bjarke等,2003; Dijk等,2003)。这项研究专门研究了非线性顺应弹性安装的刚性圆柱的2自由度涡流诱发的运动。特别考虑的是悬链式系泊设备典型的三阶多项式硬弹簧刚度。线性和三次柔量分量在0到0.29的非线性柔量比范围内独立变化。研究表明,假设相应的线性系统响应,对非线性顺应结构的分析相对于平均轴向结构位移和最大轴向和横向振动响应而言是保守的。相对于非线性顺应系统,通过采用线性恢复力模型对横向和轴向运动进行了过度预测。随着非线性刚度的增加,涡流引起的振动初始锁定条件也没有改变。相反,假设相应的线性系统响应,则对于锁定点和锁定范围内的最大结构偏移(以及因此产生的最大系泊缆索张力),对非线性顺应结构的分析并不保守。这对高度非线性顺应性系统的涡流感应运动响应建模方式具有潜在影响。

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