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Ice keel-seabed-pipeline interaction simulation: Ice Pipe IIP extracts

机译:冰龙骨-海底-管道相互作用模拟:Ice Pipe提取冰管

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Ice gouging or iceberg grounding is a major subsea pipeline safety concern in the Arctic regions. Iceberg (keel) grounding can cause large soil movements around a buried pipeline inducing high stresses and strains from excessive deformation and severely affecting pipeline integrity. Current industry knowledge of the ice-seabed-pipeline interactions during gouging is limited. Primary reason for this lack is the modelling difficulty of the severe soil deformation associated with any ice-gouging event by conventional numerical techniques. While the Arctic subsea pipelines are buried in the seabed to avoid direct contact with the gouging ice, insufficient burial depth can cause unacceptable levels of deformation transfer to the pipeline from the surrounding subgouge soil movements while,on the other hand,the burial depth can be over-conservatively deep.Therefore, an accurate simulation of subgouge soil displacements below the mudline is critical for appropriate burial design that is safe and also economic. Coupled Eulerian-Lagrangian (CEL) finite-element analysis (FEA) demonstrates great potential for realistic ice-gouging simulations with its ability to model severe material deformations without the routine convergence issues resulting from mesh distortions in the more traditional Lagrange-based numerical techniques. This article presents extracts from a study performed by J P Kenny and MCS Kenny within a subtask of the recently completed Ice Pipe joint-industry project steered by the DNV (and also presented in the first Arctic international conference [I]).The goal of the study was to investigate and verify the capabilities of the CEL technique in ABAQUS / Explicit [2] in simulating ice-gouging events vis-a-vis other available numerical techniques, such asAEL (Adaptive Eulerian-Lagrangian, used by other JIP participants).A number of ice-gouging events with preselected values for the various governing gouging parameters were simulated using ABAQUS CEL-FEA.
机译:刨冰或冰山接地是北极地区主要的海底管道安全问题。冰山(龙骨)接地会导致地下管道周围的土壤大量运动,从而因过度变形而产生高应力和应变,并严重影响管道完整性。气刨期间冰-海底-管道相互作用的当前行业知识是有限的。缺乏这种现象的主要原因是通过常规数值技术难以对与任何刨冰事件有关的严重土壤变形进行建模的困难。虽然北极海底管线埋在海床中以避免直接与刨冰接触,但埋藏深度不足会导致周围的地下土层运动向管道传递不可接受的变形水平,另一方面,埋藏深度可能是因此,准确地模拟泥线以下的次土层土壤位移对于安全且经济的适当埋葬设计至关重要。耦合的欧拉-拉格朗日(CEL)有限元分析(FEA)展示了现实的刨冰模拟的巨大潜力,因为它能够对严重的材料变形进行建模,而不会出现更传统的基于拉格朗日的数值技术中网格变形引起的常规收敛问题。本文介绍了JP Kenny和MCS Kenny进行的一项研究的摘录,该研究是由DNV领导(最近在第一届北极国际会议[I]上进行的)最近完成的Ice Pipe联合产业项目的子任务。这项研究旨在调查和验证ABAQUS / Explicit [2]中的CEL技术相对于其他可用数值技术(例如,其他JIP参与者使用的自适应Eulerian-Lagrangian)模拟冰刨事件的能力。使用ABAQUS CEL-FEA模拟了许多具有各种控制刨削参数预选值的刨冰事件。

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