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FLEXIBLE FLOWLINE WALKING TENDENCY ON SEABED WITH LONGITUDINAL UNDULATIONS AND TRANSVERSE GRADIENTS

机译:纵向波动和横向梯度的海底柔性流线行走趋势

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A method of carrying out a combined axial walking and lateral buckling assessment for a flexible flowline has been developed using finite element analysis. The method overcomes limitations of screening assessments which could be inconclusive when applied either to a flexible flowline on an undulating seabed with transverse gradients or to one that buckles during hydrotest. Flexible flowlines that were to be surface-laid on a seabed with longitudinal undulations and transverse gradients were assessed using the method. The flexible flowlines were simulated in their as-laid state, and the simulation incorporated hydrotest pressure and the pressure & temperature gradients and transients associated with multiple start-ups. The objective was to quantify the axial walking and lateral slip tendency of the flexible flowlines and the impact that walking might have on the connected end structures. The lateral buckle locations predicted by finite element analysis were compared to a post-hydrotest survey and the radius of curvature from analysis was compared to the minimum bend radius of the flexible.
机译:已经使用有限元分析开发了一种对挠性流水线进行轴向行走和横向屈曲评估的组合方法。该方法克服了筛选评估的局限性,当将其应用于具有横向梯度的起伏海床上的挠性流水线或进行水压试验时会弯曲时,筛选结果可能是不确定的。使用该方法评估了要铺设在具有纵向起伏和横向坡度的海床上的柔性流水线。柔性流水线在其放置状态下进行了仿真,并且该仿真结合了水压试验压力以及与多次启动相关的压力和温度梯度以及瞬变。目的是量化柔性流线的轴向行走和横向滑动趋势,以及行走可能对连接的端部结构产生的影响。将通过有限元分析预测的横向带扣位置与水压试验后的测量结果进行比较,并将通过分析得出的曲率半径与柔性件的最小弯曲半径进行比较。

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