Abstract
A boundary element method (BEM) for the analysis of the semipermeable crack
is developed using the numerical Green’s function approach. The extended crack opening displacement
(COD) of a straight crack is represented by the continuous distribution of extended
dislocation dipoles, with the built-in √r COD behavior, which is integrated analytically to give
the whole crack singular element (WCSE) equipped with the √r COD and the 1/√r crack tip
extended stress singularity. Linear BEM solvers for the impermeable and permeable cracks are
developed first and then an iterative procedure to reach the semipermeable solution using the
impermeable and permeable solvers is proposed. The convergence study is performed for the
single cracks in the infinite and finite bodies with associated numerical results for the extended
stress intensity factors (SIFs) and other variables. The proposed numerical Green’s function
approach does not require the post-processing for the accurate determination of the extended
stress intensity factors and is ideally suited for the proposed nonlinear iteration scheme for the
semipermeable cracks.
Publisher
Trans Tech Publications, Ltd.
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Reference41 articles.
1. F. Narita, Y. Shindo and K. Horiguchi, in: Shindo Y, editor, Mechanics of Electromagnetic Material Systems and Structures, edited by Y. Shindo WIT Press, Southampton (2002).
2. T.H. Hao and Z.Y. Shen: Eng. Frac. Mech. Vol. 47 (1994), p.793.
3. W.F. Deeg: PhD thesis, Stanford University (1980).
4. H.A. Sosa and Y.E. Pak: Int. J Solids Struct. Vol. 26 (1990), p.1.
5. H.A. Sosa: Int. J Solids Struct. Vol. 28 (1991), p.491.
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