Determination of coefficients of crack tip asymptotic fields by an element-free Galerkin scaled boundary method
Article first published online: 8 MAR 2012
© 2012 Blackwell Publishing Ltd.
Fatigue & Fracture of Engineering Materials & Structures
Special Issue: Fracture mechanics: from Griffith theory, numerical modelling to applications
Volume 35, Issue 8, pages 767–785, August 2012
How to Cite
HE, Y. Q., YANG, H. T. and DEEKS, A. J. (2012), Determination of coefficients of crack tip asymptotic fields by an element-free Galerkin scaled boundary method. Fatigue & Fracture of Engineering Materials & Structures, 35: 767–785. doi: 10.1111/j.1460-2695.2012.01662.x
- Issue published online: 12 JUL 2012
- Article first published online: 8 MAR 2012
- Received in final form 30 November 2011
- crack tip asymptotic field;
- Element-free Galerkin method;
- scaled boundary method;
- Williams’ series expansion
This study applies a new scaled boundary element-free Galerkin (EFG) method to determine the coefficients of the Williams’ series expansion for the elastic crack tip asymptotic stress field. Scaled boundary methods can calculate the coefficients of Williams’ series without any special crack tip treatment. Unlike the conventional scaled boundary finite element method, in this paper an EFG approach is used in the circumferential direction of the scaled boundary model. The EFG method offers high accuracy, rapid convergence and smooth stress solutions without post-processing, and no mesh generation is required. The proposed method is verified through numerical examples comparing the new approach with analytical, reference and conventional scaled boundary FEM solutions, and results are obtained which indicate that the new approach converges even more rapidly than the conventional scaled boundary finite element method.