Weight function method to determine stress intensity factor for semi-elliptical crack with high aspect ratio in cylindrical vessels

被引:24
作者
Yang, S. T. [1 ]
Ni, Y. L. [2 ]
Li, C. Q. [3 ]
机构
[1] Univ Strathclyde, Dept Civil & Environm Engn, Glasgow G4 0NG, Lanark, Scotland
[2] Hubei Univ Econ, Off Teaching, Wuhan 430205, Hubei, Peoples R China
[3] RMIT Univ, Sch Civil Environm & Chem Engn, Melbourne, Vic 3001, Australia
关键词
Stress intensity factor; Finite element analysis; Weight function; Pipelines; Structural assessment; FINITE-THICKNESS PLATES; SURFACE CRACKS;
D O I
10.1016/j.engfracmech.2013.05.014
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Failure of cylindrical vessels can be caused by stress singularity at pitting corrosion induced cracks. Literature suggests that most of research focuses on stress intensity factors for surface cracks with low aspect ratios, i.e., a/c <= 1.0. Situation may well arise where the aspect ratio of cracks is larger than one. This paper attempts to propose a weight function method to determine stress intensity factors for high aspect ratio semi-elliptical cracks in cylindrical vessels. The weight functions are derived based on three dimensional finite element analysis. The proposed weight function method is verified both numerically and analytically. It is found that the higher the aspect ratio of cracks the larger the stress intensity factors at the surface point, and that the aspect ratio of cracks tends to change the distribution of stress intensity factor along the cracks which can alter the failure mode of cylindrical vessels. The paper concludes that the proposed weight function method can serve as a useful tool for the accurate and efficient prediction of stress intensity factors for longitudinal surface cracks with various aspect ratios in cylindrical vessels subjected to arbitrary loads. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:138 / 149
页数:12
相关论文
共 29 条
[1]  
[Anonymous], 2010, AB US MAN
[2]  
[Anonymous], 1970, Theory of elasticity (3rd Edition)
[3]   TWO-DIMENSIONAL STRESS INTENSITY FACTOR COMPUTATIONS USING THE BOUNDARY ELEMENT METHOD [J].
BLANDFORD, GE ;
INGRAFFEA, AR ;
LIGGETT, JA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1981, 17 (03) :387-404
[4]   WEIGHT FUNCTIONS FOR NOTCHED BAR [J].
BUECKNER, HF .
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1971, 51 (02) :97-+
[5]  
BUECKNER HF, 1970, Z ANGEW MATH MECH, V50, P529
[6]   ON THE CALCULATION OF CRACK OPENING DISPLACEMENT FROM THE STRESS INTENSITY FACTOR [J].
FETT, T ;
MATTHECK, C ;
MUNZ, D .
ENGINEERING FRACTURE MECHANICS, 1987, 27 (06) :697-715
[7]   UNIVERSAL FEATURES OF WEIGHT-FUNCTIONS FOR CRACKS IN MODE-I [J].
GLINKA, G ;
SHEN, G .
ENGINEERING FRACTURE MECHANICS, 1991, 40 (06) :1135-1146
[8]  
Irwin GR., 1957, J Appl Mech, V24, P361, DOI [10.1115/1.4011547, DOI 10.1115/1.4011547]
[9]  
Kirmeyer G.J., 1994, An Assessment of Water Distribution Systems and Associated Research Needs
[10]  
Krysl P, 1999, INT J NUMER METH ENG, V44, P767, DOI 10.1002/(SICI)1097-0207(19990228)44:6<767::AID-NME524>3.0.CO