径向载荷作用下的管道塑性失效力学模型与实验分析

针对野外埋地敷设的输油管道发生断裂、泄漏等较大破坏时，使用管道挤压截流装置，将管道快速压扁以阻断流油的问题，运用塑性变形理论和虚功原理，建立了一个受均匀径向载荷作用下的管道挤压变形模型，并且对管道塑性变形进行了分析计算，得到了管道挤压所需的载荷量。并使用18 mm宽度的刀口对325 mm×6 mm的X60钢管进行挤压实验，得到了管道挤压的载荷位移曲线。将得到的实验数据与理论数据进行对比和验证，理论数据与实验数据结果吻合。该模型可用于计算不同规格管道挤压所需的载荷量，为管道抢修工作提供理论和实践参考。

Mechanical model and computational analysis of pipeline plastic failure under radial load

When large damage, such as rupture and leakage, occurs in buried pipeline, a steel pipeline extrusion throttle device is applied to crush the pipeline and block the oil flow quickly in a short time. An extrusion model under uniformly distributed radial load is established based on the theory of plastic deformation and the principle of virtual work. The pipeline plastic deformation is analyzed and computed and the pipeline extruding load is obtained. The extrusion of X60 steel tube of 325 mm diameter and 6 mm thickness loaded by indenter of 18 mm width is examined. The load-deformation curve of pipeline extrusion is obtained. The results of the comparison between experimental data and theoretical data show that the model is in good agreement with the experiment. This model can be used to calculate the extruding load of pipelines of different sizes and provide the theoretical and practical reference for urgent repair of pipeline leakage.