Proposal of limit moment equation applicable to planar/non-planar flaw in wall thinned pipes under bending

被引:5
|
作者
Tsuji, Masataka [1 ]
Meshii, Toshiyuki [1 ]
机构
[1] Univ Fukui, Grad Sch Engn, Fukui 910, Japan
关键词
CARBON-STEEL PIPE; STRAIGHT PIPE; FRACTURE-BEHAVIOR; FAILURE PRESSURE; LENGTH; LOAD;
D O I
10.1016/j.nucengdes.2011.08.037
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
In this paper, a limit bending moment equation applicable to all types of planar and non-planar flaws in wall-thinned straight pipes under bending was proposed. A system to rationally classify the planar/non-planar flaws in wall-thinned pipes was suggested based on experimental observations focused on the fracture mode. The results demonstrate the importance of distinguishing between axial and circumferential long flaws in wall-thinned pipes. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:4089 / 4094
页数:6
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