Crack-tip constraint analyses and constraint-dependent LBB curves for circumferential through-wall cracked pipes

被引:4
|
作者
Chen, Y. L. [1 ]
Wang, G. Z. [1 ]
Xuan, F. Z. [1 ]
Tu, S. T. [1 ]
机构
[1] E China Univ Sci & Technol, Minist Educ, Key Lab Pressure Syst & Safety, Shanghai 200237, Peoples R China
基金
中国国家自然科学基金;
关键词
ELASTIC T-STRESS; BEFORE-BREAK BEHAVIOR; TRIAXIALITY PARAMETER; FRACTURE-ANALYSIS; R-CURVES; PART I; FIELDS; INPLANE; FAMILY;
D O I
10.1016/j.nucengdes.2015.01.012
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 ; 082701 ;
摘要
The leak-before-break (LBB) concept has been widely applied in the structural integrity assessments of pressured pipes in nuclear power plants. However, the crack-tip constraint effects in LBB analyses and designs cannot be incorporated. In this paper, by using three-dimensional finite element calculations, the modified load-independent T-stress constraint parameter tau* for circumferential through-wall cracked pipes with different geometries and crack sizes has been analyzed under different loading conditions, and the solutions of the crack-tip constraint parameter tau* have been obtained. Based on the tau* solutions and constraint-dependent J-R curves of a steel, the constraint-dependent LBB (leak-before-break) curves have been constructed. The results show that the constraint tau* increases with increasing crack length theta, mean radius R-m and radius thickness ratio R-m/t of the pipes. In LBB analyses, the critical crack length calculated by the J-R curve of the standard high constraint specimen for pipes with shorter cracks is over-conservative, and the degree of conservatism increases with decreasing crack length theta, R-m and R-m/t. Therefore, the constraint-dependent LBB curves should be constructed to modify the over-conservatism and increase accuracy of LBB assessments. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:75 / 83
页数:9
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