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Strain response of API 5L X80 pipeline subjected to indentation

机译:缩进的API 5L X80管线的应变响应

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Dent is a common type of defect in offshore pipelines. In this paper, the API 5L X80 unpressurized pipeline subjected to indentation was studied by experimental and numerical methods. Firstly, a full-scale experiment of API 5L X80 pipeline subjected to indentation was completed, and the axial and circumferential strains in the dent area were measured accurately. Then, a finite element model of dented pipeline was established, and the accuracy and reliability of which were verified by comparing with experimental results. Based on the above model, the stress and strain response of dented pipeline were studied in detail. Results obtained from the experiment and FE analyses show that the strain variations at and near the dented region are largely dependent on their location. The influence range of the indenter on the pipe's strain is limited. In most cases, the closer to the center of the dent, the larger the strain amplitude. The strains of longitudinal and hoop direction change dramatically with the increasing indenter displacement, while the strain variation in the 45 direction is small. Tensile-compressive stress transformation occurs at the flank of the dent. The axial stress and strain changes once along the longitudinal direction in "decreasing-increasing-decreasing" which is expressed as the wavy curve. A large amount of plastic deformation is mainly concentrated at the dent center. The dent creates a strong stress concentration, and the location of high-stress zone is dependent on the dent depth, pipe diameter and indenter radius. The plastic collapse strain of the dented pipes was evaluated by twice elastic slope criterion. The plastic collapse strain increased with pipe thickness increasing, pipe diameter and indenter radius decreasing.
机译:凹痕是海上管道的常见类型的缺陷。本文通过实验和数值方法研究了对压痕的API 5L X80未加压管线。首先,完成了经受压痕的API 5L X80流水线的全尺度实验,精确测量凹陷区域中的轴向和周向菌株。然后,建立了凹陷管道的有限元模型,并通过与实验结果进行比较来验证其准确性和可靠性。基于上述模型,详细研究了牙齿管道的应力和应变响应。从实验和Fe分析获得的结果表明,凹陷区域的应变变化在很大程度上取决于它们的位置。压痕在管道应变上的影响范围是有限的。在大多数情况下,较近凹痕的中心,应变幅度越大。纵向和箍方向的菌株随着压痕位移的增加而显着变化,而45方向的应变变化很小。在凹痕的侧面发生拉伸压缩应力转换。轴向应力和应变沿着纵向改变一旦表示为波状曲线的“减小递减减小”中的纵向。大量的塑性变形主要集中在凹部中心。凹痕产生强烈的应力集中,高应力区的位置取决于凹陷深度,管道直径和压痕半径。通过两倍的弹性斜率标准评估凹陷管的塑料坍塌菌株。塑料坍塌应变随管道厚度的增加而增加,管道直径和压痕半径减小。

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