Three-dimensional crack propagation and inclusion-crack interaction based on IGABEM

被引:9
作者
Sun, F. L. [1 ,2 ]
Dong, C. Y. [2 ]
机构
[1] Peking Univ, Dept Mech & Engn Sci, Coll Engn, Beijing 100871, Peoples R China
[2] Beijing Inst Technol, Sch Aerosp Engn, Dept Mech, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
IGABEM; NURBS; Crack propagation; Inclusion-crack interaction; BOUNDARY-ELEMENT METHOD; ISOGEOMETRIC ANALYSIS; IMPLEMENTATION; FRACTURE; NURBS; CAD;
D O I
10.1016/j.enganabound.2021.06.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The isogeometric boundary element method (IGABEM) is developed to simulate the crack propagation and the inclusion-crack interaction in 3D infinite isotropic medium. The influence of complex shape inclusions on the stress intensity factors (SIFs) along the crack front is studied from the aspects of shape, stiffness, size and position. The non-uniform rational B-spline (NURBS) basis functions can be used to accurately describe the geometric shapes of inclusions and cracks, and the displacement, traction, and discontinuous displacement fields also can be approximated by the same NURBS basis functions. During crack propagation, the normal and tangential vectors of the crack boundary can be uniquely solved. Three examples verify the accuracy and effectiveness of the proposed method. The results show that the SIFs can be calculated accurately even using the single point formula, and the crack propagation process is stable and the path is smooth.
引用
收藏
页码:1 / 14
页数:14
相关论文
共 34 条
[1]  
[Anonymous], 1996, COMPUT MECH
[2]   A BEM-isogeometric method for the ship wave-resistance problem [J].
Belibassakis, K. A. ;
Gerostathis, Th. P. ;
Kostas, K. V. ;
Politis, C. G. ;
Kaklis, P. D. ;
Ginnis, A. I. ;
Feurer, C. .
OCEAN ENGINEERING, 2013, 60 :53-67
[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]  
Brebbia C.A., 1992, Boundary Elements|An Introductory Course, V2nd
[5]  
Chessa J, 2010, INT J NUMER METHODS, V58, P2041
[6]  
Chiaruttini V, 2013, 13 INT C FRACT
[7]   Boundary element analysis of three-dimensional mixed-mode cracks via the interaction integral [J].
Cisilino, AP ;
Ortiz, J .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2005, 194 (9-11) :935-956
[8]   SOLUTION OF PLANE ELASTICITY PROBLEMS BY DISPLACEMENT DISCONTINUITY METHOD .1. INFINITE BODY SOLUTION [J].
CROUCH, SL .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1976, 10 (02) :301-343
[9]   A new integral equation formulation of two-dimensional inclusion-crack problems [J].
Dong, CY ;
Lee, KY .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2005, 42 (18-19) :5010-5020
[10]   Numerical analysis of the inclusion-crack interactions using an integral equation [J].
Dong, CY ;
Lo, SH ;
Cheung, YK .
COMPUTATIONAL MECHANICS, 2003, 30 (02) :119-130