On the all components of T-stress for an external circular crack under tension and bending

被引:11
作者
Wang, Xin [1 ]
Chen, Xu [2 ]
机构
[1] Carleton Univ, Dept Mech & Aerosp Engn, Ottawa, ON K1S 5B6, Canada
[2] Tianjin Univ, Sch Chem Engn & Technol, Tianjin 300072, Peoples R China
基金
中国国家自然科学基金; 加拿大自然科学与工程研究理事会;
关键词
External circular crack; 3D crack front fields; T-stress; Constraint effect; SEMIELLIPTIC SURFACE CRACKS; ELLIPTIC CRACKS; FRACTURE-TOUGHNESS; FRONT; PLATES; FIELDS; TERMS; SIZE;
D O I
10.1016/j.engfracmech.2014.02.006
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
External circular crack in an infinite body is a well-known problem for three-dimensional elasticity theory. Although previously studied extensively, main focus has been on the determination of stress intensity factors, and thus only the stress components normal to the crack plane have been derived analytically. In this paper, the external circular crack problem is further studied for the purpose of determination of all components of T-stress, under both the axisymmetric (tension) and asymmetric loading (bending) loading conditions. Complete analytical expressions of stress components on the crack plane are derived first; and based on which the asymptotic analyses are carried out to obtain the components of T-stress. Comparisons of the full field solutions in the near crack front regions with asymptotic stress fields based on both stress intensity factors K and T-stresses (K-T field), and with the ones based on stress K alone (K field) are carried out. It is demonstrated the K-T field provides approximations with better accuracy comparing to the K field. The present derived T-stress solutions can be used for advanced three-dimensional fracture mechanics analyses of external cracks in engineering components. They can also be used as benchmark problems for the verifications of computational/numerical methods for the analyses of 3D crack problems. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:29 / 42
页数:14
相关论文
共 50 条
[31]   T-stress evaluation for slightly curved crack using perturbation method [J].
Chen, Y. Z. ;
Lin, X. Y. ;
Wang, Z. X. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2008, 45 (01) :211-224
[32]   T-stress in elastic-plastic crack-tip fields [J].
Tian, CL ;
Cui, WC .
INTERNATIONAL JOURNAL OF FRACTURE, 2005, 136 (1-4) :L9-L14
[33]   A brief note on elastic T-stress for centred crack in anisotropic plate [J].
Su, RKL ;
Sun, HY .
INTERNATIONAL JOURNAL OF FRACTURE, 2005, 131 (01) :53-58
[34]   Effect of T-stress on crack growth path in rock and fracture strength [J].
Tang Shi-bin ;
Huang Run-qiu ;
Tang Chun-an .
ROCK AND SOIL MECHANICS, 2016, 37 (06) :1521-+
[35]   T-Stress in Elastic-plastic Crack-tip Fields [J].
Changlu Tian ;
Weicheng Cui .
International Journal of Fracture, 2005, 136 :L9-L14
[36]   An improved maximum tangential stress criterion for an inclined crack in uniaxial compression considering T-stress and crack parameter [J].
Liu, Hongyan ;
Zhu, Fengjin ;
Zhou, Yuezhi ;
Liu, Kangqi .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2024, 47 (06) :1914-1926
[37]   Analysis of Crack-Tip Field in Orthotropic Compact Tension Shear Specimens: The Role of Elastic Mode Mixity and T-Stress [J].
Jin, Pengfei ;
Duan, Xianghao ;
Luo, Ce ;
Guo, Qi ;
Liu, Zheng ;
Wang, Xin ;
Chen, Xu .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2025, 48 (04) :1741-1757
[38]   The Problem of an External Circular Crack Under Asymmetric Loadings [J].
Yin-bang Wang .
Applied Mathematics and Mechanics, 2001, 22 :10-16
[40]   The problem of an external circular crack under asymmetric loadings [J].
Wang Yin-bang .
Applied Mathematics and Mechanics, 2001, 22 (1) :10-16