A dent is a common type of defects for submarine pipeline.For submarine pipelines,high hydrostatic pressure and internal pressure are the main loads.Once pipelines bend due to complex subsea conditions,the compression...A dent is a common type of defects for submarine pipeline.For submarine pipelines,high hydrostatic pressure and internal pressure are the main loads.Once pipelines bend due to complex subsea conditions,the compression strain capacity may be exceeded.Research into the local buckling failure and accurate prediction of the compressive strain capacity are important.A finite element model of a pipeline with a dent is established.Local buckling failure under a bending moment is investigated,and the compressive strain capacity is calculated.The effects of different parameters on pipeline local buckling are analyzed.The results show that the dent depth,external pressure and internal pressure lead to different local buckling failure modes of the pipeline.A higher internal pressure indicates a larger compressive strain capacity,and the opposite is true for external pressure.When the ratio of external pressure to collapse pressure of intact pipeline is greater than 0.1,the deeper the dent,the greater the compressive strain capacity of the pipeline.And as the ratio is less than 0.1,the opposite is true.On the basis of these results,a regression equation for predicting the compressive strain capacity of a dented submarine pipeline is proposed,which can be referred to during the integrity assessment of a submarine pipeline.展开更多
采用有限元分析软件ANSYS对含有凹痕缺陷的管道应力分布进行了研究,建立了压力管道有限元模型.研究基于VON M ISES准则,分析了凹痕对管道应力值的影响。本文结合现场实际对数学模拟进行了数值计算,在不考虑管道运行范围的前提下,研究了...采用有限元分析软件ANSYS对含有凹痕缺陷的管道应力分布进行了研究,建立了压力管道有限元模型.研究基于VON M ISES准则,分析了凹痕对管道应力值的影响。本文结合现场实际对数学模拟进行了数值计算,在不考虑管道运行范围的前提下,研究了凹痕对压力管道的疲劳寿命影响的主要因素,并对施工及管理现场提供理论指导及解决方案。展开更多
基金financially supported by the National Natural Science Foundation of China(Grant No.52171285)。
文摘A dent is a common type of defects for submarine pipeline.For submarine pipelines,high hydrostatic pressure and internal pressure are the main loads.Once pipelines bend due to complex subsea conditions,the compression strain capacity may be exceeded.Research into the local buckling failure and accurate prediction of the compressive strain capacity are important.A finite element model of a pipeline with a dent is established.Local buckling failure under a bending moment is investigated,and the compressive strain capacity is calculated.The effects of different parameters on pipeline local buckling are analyzed.The results show that the dent depth,external pressure and internal pressure lead to different local buckling failure modes of the pipeline.A higher internal pressure indicates a larger compressive strain capacity,and the opposite is true for external pressure.When the ratio of external pressure to collapse pressure of intact pipeline is greater than 0.1,the deeper the dent,the greater the compressive strain capacity of the pipeline.And as the ratio is less than 0.1,the opposite is true.On the basis of these results,a regression equation for predicting the compressive strain capacity of a dented submarine pipeline is proposed,which can be referred to during the integrity assessment of a submarine pipeline.
文摘采用有限元分析软件ANSYS对含有凹痕缺陷的管道应力分布进行了研究,建立了压力管道有限元模型.研究基于VON M ISES准则,分析了凹痕对管道应力值的影响。本文结合现场实际对数学模拟进行了数值计算,在不考虑管道运行范围的前提下,研究了凹痕对压力管道的疲劳寿命影响的主要因素,并对施工及管理现场提供理论指导及解决方案。
