Recently, much attention has been given to explaining that the macrocrack is shielded or antishielded by transformation strain point and impurity, especially by microcracking within the macrocrack tip region [1]. The model of discrete distributed microcracks around the main crack tip is often used to analyse the interaction between the main crack and microcracks due to the fact that the model can be accurately concerned with the orientation, position and size of the microcracks [2][3][4]. There is no question that the method to analyse the problem of interaction of the main -microcrack is of considerable significance for obtaining more accurate results as determined by [4]. Now a method to simulate interaction of main -microcracks with dislocation arrays is presented and it shows a higher accuracy.Muskhelishvili [5] gave the analytical function formula for plane elasticity; the stress and displacement components are ~= + % = 2[~(z) + ¢(z)]
~ + i ~,~ = t~(z ) + f~(z ) + (-z-z )t~'(z ) 2kt ~---~ (ux -iu,) = ~c~(z ) = f2(z ) -(7-z )df (z )(i) For the edge dislocation in an infinite body, shown in Fig. 1, ~p(z) and f~(z) are [6] ~t B -rci(1 + k) (bx + iby) where b and b are the two components of the edge dislocation, and li is shear modulus, ~ = 3-'4v for plane strain and (3-v)/(l+v) for plane stress. Int Journ of Fracture 68 (1994) R 4 8Simulating the semi-infinite crack (main crack) and microcracks (see Fig. 2) with arrays of dislocation, and supposing the length of all microcracks is 2 unit without generality, we have a singular integral equation of the main crack asTo make the transform u --1 ~--u + l ' ( -1 % u % 1)t --1 ~= t + l ' ( -l < t < 1)(2) is put into a suitable form for numerical solution 7 _(,m ~._(,,m u2 t ^ u.. ( u ) + o~, , .( u ) = E " " ) ( t ) d t + where 2(u -+-1) h(u,t) --t ÷ l 2ilm(z --s)