首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >A STRAIN ENERGY-BASED EQUIVALENT LAYER METHOD FOR THE PREDICTION OF CRITICAL COLLAPSE PRESSURE OF FLEXIBLE RISERS
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A STRAIN ENERGY-BASED EQUIVALENT LAYER METHOD FOR THE PREDICTION OF CRITICAL COLLAPSE PRESSURE OF FLEXIBLE RISERS

机译:基于应变能的等效层法预测柔性冒口的临界塌陷压力

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Flexible risers are one kind of flexible pipes that transport fluid between subsea facilities and topside structures. This pipe-like structure consists of multiple layers and its innermost carcass layer is designed for external hydrostatic pressure resistance. For the flexible risers used in ultra-deep water fields, the critical collapse pressure of the carcass layers is one of the dominant factors in their safety design. However, the complexity of the interlocked carcass design introduces significant difficulties and constraints into the engineering analysis. To facilitate the anti-collapse analysis, equivalent layer methods are demanded to help construct an equivalent pipe that performs a similar collapse behavior of the carcass. This paper proposes a strain energy based equivalent layer method which trying to bridge the equivalence between those two structures by considering equivalent geometric and material properties for the equivalent layer. Those properties are determined through strain energy equivalence and membrane stiffness equivalence. The strain energy of the carcass is obtained through numerical models and is then used in a derived equation set to calculate the equivalent properties for the equivalent layer. After all the equivalent properties have been determined, an equivalent layer FE model is built and used to predict the critical pressure of the carcass. The prediction result is compared to that of the full 3D carcass model as well as the equivalent models that built based on other existing equivalent methods, which shows that the proposed equivalent layer method gives a better performance on predicting the critical pressure of the carcass.
机译:挠性立管是一种在海底设施和顶部结构之间输送流体的挠性管。这种管状结构由多层组成,其最内层胎体设计用于承受外部静水压力。对于用于超深水域的柔性立管,rs体层的临界塌陷压力是其安全设计的主要因素之一。然而,联锁胎体设计的复杂性给工程分析带来了很大的困难和约束。为了促进抗塌陷分析,需要使用等效层方法来帮助构造等效的管道,以执行类似胎体的塌陷行为。本文提出了一种基于应变能的等效层方法,该方法试图通过考虑等效层的等效几何和材料特性来桥接这两种结构之间的等效性。这些特性是通过应变能当量和膜刚度当量确定的。胎体的应变能通过数值模型获得,然后用于导出的方程组中,以计算等效层的等效特性。确定所有等效属性后,即可建立等效层有限元模型并用于预测胎体的临界压力。将预测结果与完整3D胎体模型以及基于其他现有等效方法构建的等效模型的预测结果进行了比较,这表明所提出的等效层方法在预测胎体的临界压力方面具有更好的性能。

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