A Comparative Study of Fatigue Damage Assessment Methods to a Rigid Planar Jumper

Laila Aarstad Igeh, Zhenhui Liu, Jie Wu, M. Ong
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Abstract

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.
刚性平面跳线疲劳损伤评价方法的比较研究
刚性跳线是海底生产系统的重要组成部分,如果受到电流的影响,它可能会经历严重的涡激振动(VIV)。它在三维空间中通常具有非直的几何形状。因此,刚性跳线在涡激振动作用下的响应要比直管结构复杂得多。目前,关于刚性跳线在涡激振动下的疲劳损伤评估方法的研究和设计指南非常有限。直管的计算方法往往忽略了非直管的几何特性和多轴应力状态(弯曲和扭转应力共存)。然而,实验和数值结果都表明,刚性跳线在涡激作用下除了存在弯曲应力外,还存在扭转应力。另一方面,刚性跳线在极频下的响应也是具有挑战性的。本研究的目的是基于最新的计算方法,在模型尺度上对刚性跳线进行疲劳评估。通过力或响应模型的方法,继承了实验测试和数值计算结果。论证了扭转应力对疲劳评定的影响。研究了两种方法。在第一种方法中,分别计算弯曲应力和扭转应力。第二种方法是利用第一主应力计算疲劳损伤,从而同时计算弯曲应力和扭转应力。结果表明,在扭转应力贡献较大的情况下,采用第一主应力会产生较大的疲劳损伤。此外,主应力法处理结果的时间也更短。基于结果的详细讨论,也适用于一般的实尺度刚性跳线。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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