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A COMPARATIVE STUDY OF FATIGUE DAMAGE ASSESSMENT METHODS TO A RIGID PLANAR JUMPER

机译:刚性平面跳板疲劳损伤评估方法的比较研究

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A rigid jumper is an important part of the subsea production system, it may experience significant vortex induced vibrations (VIV) if subjected to current. It has normally non-straight geometry shape in three-dimensional space. Consequently, the response of a rigid jumper under VIV is much more complicated compared to straight pipeline structures. Currently, there are very limited studies and design guidelines including methods on how to assess the fatigue damage of rigid jumpers under VIV. The methodology used for straight pipelines is often applied by ignoring the non-straight geometry characteristics and the multi-axial stress states (coexisting of flexural and torsional stress). However, both experimental and numerical results show that the torsional stress does exist besides the flexural stress for rigid jumpers under VIV. On the other side, the response of the rigid jumper under VIV is also challenging. The objective of this study is to do a fatigue assessment practice based on state-of-the-art calculation methods to a rigid jumper on model scale. The VIV response is inherited from experimental tests and numerical calculations by either force or response model methods. The influence of torsional stress on fatigue assessment is demonstrated. Two approaches have been investigated. In the first method, the flexural and torsional stresses are evaluated separately. The second method uses the 1st principle stress to calculate the fatigue damage, thus the flexural and torsional stresses are evaluated together. It is shown that the use of the 1st principle stress gives higher fatigue damage if the torsional stress contribution is significant. Further, the principle stress method is also less time-consuming on processing the results. Detailed discussions based on results have been performed, which could be also applied to general real scale rigid jumpers.
机译:刚性跳线是海底生产系统的重要组成部分,如果受到电流的作用,它可能会经历明显的涡激振动(VIV)。它通常在三维空间中具有非直线几何形状。因此,与直线管道结构相比,VIV下刚性跳线的响应要复杂得多。当前,研究和设计指南非常有限,包括有关如何评估VIV下刚性跳线的疲劳损伤的方法。通常通过忽略非直线几何特性和多轴应力状态(弯曲应力和扭转应力并存)来应用用于直线管道的方法。然而,实验和数值结果均表明,在VIV下,刚性跳线除了挠曲应力外,还存在扭转应力。另一方面,刚性跳线在VIV下的响应也具有挑战性。这项研究的目的是基于模型尺度上的刚性跨接器,基于最新的计算方法进行疲劳评估实践。 VIV响应是通过力或响应模型方法从实验测试和数值计算继承而来的。证明了扭转应力对疲劳评估的影响。已经研究了两种方法。第一种方法是分别评估弯曲应力和扭转应力。第二种方法使用第一主应力来计算疲劳损伤,因此弯曲应力和扭转应力会同时评估。结果表明,如果扭转应力贡献很大,则使用第一主应力会产生更高的疲劳损伤。此外,主应力法在处理结果上也减少了时间。已经基于结果进行了详细的讨论,该讨论也可以应用于一般的实际比例刚性跳线。

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