Application of constraint corrected J-R curves to fracture analysis of pipelines

被引:42
作者
Zhu, Xian-Kui [1 ]
Leis, Brian N. [1 ]
机构
[1] Battelle Mem Inst, Columbia, OH 43201 USA
来源
JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME | 2006年 / 128卷 / 04期
关键词
crack-tip constraint; J-R curve; SENB; SENT; X80; J-A(2) solution;
D O I
10.1115/1.2349571
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Fracture properties of an API X80 pipeline steel have been developed using a set of single edge notched bend (SENB) and single edge notched tension (SENT) specimens with shallow and deep cracks to generate different crack-tip constraint levels. The test data show that the J-R curves for the X80 pipeline steel are strongly constraint dependent. To facilitate transfer of the experimental J-R curves to those for actual cracked components, like flawed pipeline, constraint corrected J-R curves are developed. The two-parameter J-A(2) formulation is adopted to quantify constraint effect oil the crack-tip fields and the J-R curves. The constraint parameter A(2) is extracted by matching the J-A(2) solution with finite element results for a specific crack configuration. A constraint corrected J-R curve is then formulated as a function of the constraint parameter A2 and crack extension Delta a. A general method and procedure to transfer the experinlentalJ-R curves from laboratory to actual cracked components are proposed. Using the test data of J-R curves for the SENB specimens, a mathematical expression representing a family of the J-R curves is constructed for the X80. It is shown that the predicted J-R curves developed in this paper agree well with experimental data for both SENB and SENT specimens. To demonstrate its application in assessing flaw instability, a pipeline with an axial surface crack is considered. For a crack depth of 50% of the wall thickness, the predicted J-R curve is found to be higher than that for the SENB specimen with the same crack length to width ratio. From this predicted J-R curve and crack driving force obtained by finite element analysis, the failure pressures of the pipeline at the crack initiation and instability are determined and discussed.
引用
收藏
页码:581 / 589
页数:9
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