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EFFECTS OF CORRELATION BETWEEN WAVES AND CURRENTS ON PIPELINE FREE SPAN VIV FATIGUE - A CASE STUDY

机译:波和电流之间的相关性对管道自由跨度VIV疲劳的影响-案例研究

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In shallow waters, subsea pipelines can suffer fatigue damage from Vortex Induced Vibrations (VIV) by the combined effects of waves and currents. A full characterization of the joint probability distribution of waves and currents involves at least 5 variables, 2 for currents (magnitude and direction), and 3 for waves (significant wave height, mean wave direction, and wave period at the peak of the spectrum). In lieu of sufficient data to adequately characterize the associated joint probability density function, DNV GL in their "Recommended Practice" propose an approximation: Assume that the direction of current and wave effects is always the same, but for a given direction, waves and currents are assumed statistically independent. In this paper 28 years of hindcast data are used to test the accuracy of this colinearity approximation in the Sea of Okhotsk. Rather than attempting to estimate a joint probability density function in 5 variables, the span fatigue assessment is simply performed for the entire 28 years of the hindcast database to obtain an average rate of fatigue damage. It is found that this history-based approach can lead to fatigue damage rates that are much higher than those derived from the colinearity assumption. This non-conservatism of the colinearity assumption, arises for pipeline orientations for which both waves and currents can contribute strongly to the VIV response without being exactly colinear. It is concluded that caution is needed in using the colinearity assumption, but an update of the span assessment procedure should also address issues for which current assessment procedures are conservative, such as seabed proximity and trench effects, nonlinearity in the pipe-soil interaction, and the change in axial forces due to transverse displacements of the pipe, which are expected under extreme combined current and wave conditions, as envisioned on on-bottom stability design criteria.
机译:在浅水区,海浪管道可能会由于波浪和水流的共同作用而遭受涡激振动(VIV)造成的疲劳破坏。波浪和电流的联合概率分布的完整特征至少涉及5个变量,其中2个代表电流(幅度和方向),3个代表波浪(有效波高,平均波向和频谱峰值处的波周期)。 。 DNV GL在其“推荐的实践”中代替了足够的数据来充分表征相关的联合概率密度函数,提出了一个近似值:假设电流和波效应的方向始终相同,但对于给定的方向,波和电流假设在统计上是独立的。在本文中,使用28年的后验数据来测试鄂霍次克海这种共线性近似的准确性。与其尝试在5个变量中估计联合概率密度函数,不如对后代数据库的整个28年进行跨度疲劳评估,以获得平均疲劳损伤率。结果发现,这种基于历史的方法可以导致疲劳损伤率远高于从共线性假设得出的疲劳损伤率。共线性假设的这种非保守性是针对管线方向而产生的,对于这些管线方向,波和电流都可以在不完全共线性的情况下对VIV响应做出重大贡献。结论是,在使用共线性假设时需要谨慎,但是跨度评估程序的更新也应解决当前评估程序较为保守的问题,例如海床邻近度和沟槽效应,管-土相互作用的非线性,以及如在底部稳定性设计标准中所设想的,在极端的电流和波浪条件下,由于管道的横向位移而引起的轴向力变化是可以预期的。

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