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LOCAL BUCKLING OF DENTED SUBSEA PIPELINES UNDER THE COMBINED LOADINGS

机译:局部屈曲在组合负载下的凹陷海底管道

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Dents has long been regarded as a potential hazard for integrity of subsea pipelines in the oil and gas industry. The dents in subsea pipeline are usually caused by the collision and extrusion with other objects resulting in permanent plastic deformation in pipe wall. Meanwhile, seabed deformation or motion due to subsidence, mudslides, and seismic activities may load the pipeline to an ultimate state, where the pipeline is under combined external pressure and bending moment. It is of great importance to carry out the research on the buckling failure and bending capacity of dented subsea pipelines under these combined loads. Nonlinear finite element method is adopted to investigate the local buckling failure of the dented subsea pipeline under combined loads. The numerical results show that the buckling behavior and bending capacity of the pipeline can be largely reduced due to the existence of external pressure and axial force. Based on numerical results, a formula for predicting the bending capacity of dented subsea pipelines is proposed. Finally, the accuracy of propose solution is validated.
机译:长期以来一直被认为是石油和天然气行业海底管道诚信的潜在危害。海底管道中的凹痕通常由与其他物体的碰撞和挤出引起,导致管壁中的永久塑性变形。同时,由于沉降,泥石苷和地震活动导致的海底变形或运动可能将管道装载到一个终极状态,管道在外部压力和弯矩恰好。在这些组合载荷下开展弯曲海底管道屈曲故障和弯曲能力的研究非常重要。采用非线性有限元方法来研究损坏的海底管道在组合负载下的局部屈曲失效。数值结果表明,由于外部压力和轴向力的存在,管道的屈曲行为和弯曲能力可以大大降低。基于数值结果,提出了一种预测凹陷海底管道弯曲能力的公式。最后,验证了提出解决方案的准确性。

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