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复杂悬跨条件下的管线涡激振动分析

机译:复杂悬跨条件下的管线涡激振动分析

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摘要

Spans occur when a pipeline is laid on a rough undulating seabed or when upheaval buckling occurs due to constrained thermal expansion. This not only results in static and dynamic loads on the flowline at span sections, but also generates vortex induced vibration (VIV), which can lead to fatigue issues. The phenomenon, if not predicted and controlled properly, will negatively affect pipeline integrity, leading to expensive remediation and intervention work. Span analysis can be complicated by: long span lengths, a large number of spans caused by a rough seabed, and multi-span interactions. In addition, the complexity can be more onerous and challenging when soil uncertainty, concrete degradation and unknown residual lay tension are considered in the analysis. This paper describes the latest developments and a .state-of-the-art. finite element analysis program that has been developed to simulate the span response of a flowline under complex boundary and loading conditions. Both VIV and direct wave loading are captured in the analysis and the results are sequentially used for the ultimate limit state (ULS) check and fatigue life calculation.
机译:当管道被铺设在粗糙的波状海底或由于受限的热膨胀而发生加热屈曲时发生跨度。这不仅导致跨度部分的流线上的静态和动态载荷,而且还产生涡旋诱导的振动(VIV),这可能导致疲劳问题。如果没有正确预测和控制的现象将对管道完整性产生负面影响,导致昂贵的修复和干预工作。 SPAN分析可以复杂:长跨度长度,大量跨度由粗海床引起和多跨度相互作用。此外,当在分析中考虑土壤不确定度,混凝土降解和未知的残余张力时,复杂性可能更繁重和挑战。本文介绍了最新的发展和.State - 艺术品。已经开发的有限元分析程序,以模拟复杂边界和装载条件下流动线的跨度响应。在分析中捕获VIV和直接波加载,结果顺序地用于最终限制状态(ULS)检查和疲劳寿命计算。

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