Stress intensity factor for a thin-walled cylinder containing an edge circumferential crack under bending
被引:0
作者:
Bai, Yang
论文数: 0引用数: 0
h-index: 0
机构:
Henan Univ Technol, Inst Sci & Engn Computat, Zhengzhou 450001, Peoples R ChinaHenan Univ Technol, Inst Sci & Engn Computat, Zhengzhou 450001, Peoples R China
Bai, Yang
[1
]
Wang, Jianwei
论文数: 0引用数: 0
h-index: 0
机构:
Henan Univ Technol, Inst Sci & Engn Computat, Zhengzhou 450001, Peoples R ChinaHenan Univ Technol, Inst Sci & Engn Computat, Zhengzhou 450001, Peoples R China
Wang, Jianwei
[1
]
机构:
[1] Henan Univ Technol, Inst Sci & Engn Computat, Zhengzhou 450001, Peoples R China
来源:
ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3
|
2011年
/
94-96卷
关键词:
Thin-walled cylinder;
circumferential crack;
pure bending;
J-integral;
stress intensity factor;
D O I:
10.4028/www.scientific.net/AMM.94-96.1690
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
The elastic stress intensity factors are important parameters used to define the stress level at a crack tip. In the paper, the linear elastic solutions for an infinite thin-walled cylinder containing an circumferential edge crack loaded in bending are studied. The finite element procedure is employed to determine the elastic stress distribution in the immediate vicinity of the crack line and then the corresponding J-integral is evaluated to link the desired stress intensity factor. Finally, numerical examples are given to demonstrate the developed numerical procedure and the effect of different crack depths on stress intensity factor is investigated.