Study on Evaluation Method of Failure Pressure for Pipeline with Axially Adjacent Defects

被引:0
|
作者
Ming-ming Sun
Hong-yuan Fang
Xue-ming Du
Wen-hua Wang
Xin Li
机构
[1] Zhengzhou University,School of Water Conservancy and Transportation
[2] National Local Joint Engineering Laboratory of Major Infrastructure Testing and Rehabilitation Technology,Yellow River Laboratory
[3] Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety,State Key Laboratory of Coastal and Offshore Engineering
[4] Zhengzhou University,School of Hydraulic Engineering, Faculty of Infrastructure Engineering
[5] Dalian University of Technology,undefined
[6] Dalian University of Technology,undefined
来源
China Ocean Engineering | 2023年 / 37卷
关键词
steel pipeline; effective depth; axially adjacent defects; burst test; evaluation method;
D O I
暂无
中图分类号
学科分类号
摘要
The interaction between axially adjacent defects is more significant than that between circumferentially aligned defects. However, the existing failure pressure assessment methods cannot accurately predict the failure pressure of axial adjacent defects. In the paper, the finite element model is adopted to analyze the influence of defect size, distribution mode and spacing between adjacent defects on failure pressure. A new failure pressure evaluation method is proposed by establishing the effective depth calculation model of corrosion colony with different distribution model. The burst test of X52 pipeline is carried out to verify the applicability of the method. It shows that the results of new method are consistent with the test results of pipeline with various defects and steel grades.
引用
收藏
页码:598 / 612
页数:14
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