numero25

A. Spagnoli et alii, Frattura ed Integrità Strutturale, 25 (2013) 94-10 1; DOI: 10.3221/IGF-ESIS.25.14 95 T HE KINKED CRACK MODEL Self-balanced microstress field Consider an infinite cracked plate described by the xy coordinate system in Fig. 1, exposed to remote tensile stress ( ) y   along the y-axis and shear stress ( ) xy   . Assume that material microstructural features create a self-balanced (residual) microstress field, which is characterized by a length scale, d , related to a characteristic material length, and amplitudes e.g. governed by material properties’ dispersion. Further let us assume that such a microstress field is a one-dimensional function (of the x - coordinate), defined by the following stress tensor: x xy x,a xy,a xy y xy,a y,a x (x) f d                                 T          (1) Without lack of generality, we describe the plane microstress field by taking into account the following two non-zero stress components: y a f(x / d)         and xy a f(x / d)         . An attempt to correlate the above self-balanced microstress to some heterogeneity features of the material microstructure is presented in Ref. [18]. Figure 1 : Nomenclature for the kinked crack in an infinite plate (y-axis of symmetry). Approximate stress intensity factors in the kinked crack According to the present model, the central crack might kink as a result of both remote and microstess fields (see Fig. 1). As will be shown below, the local stress intensity factors (SIFs) at the crack tips ( I k and II k ) can be expressed as a function of those ( I K and II K ) of a straight crack having length equal to the projected length of the kinked crack [2-7]. The total values of SIFs defined with respect to the projected crack are the sum of two contributions (due to remote and microstress fields, respectively), that is: ( ) I I I ( ) II II II K K K K K K         (2) The remote SIFs are defined with respect to the projected crack of semi-length l , aligned with the x - axis (Fig. 1). Hence, under the uniform remote stresses ( ) ( ) y      and ( ) ( ) xy      , we have : l ( ) ( ) ( ) I 2 2 0 l ( ) ( ) ( ) II 2 2 0 l 1 K 2 dx l l x l 1 K 2 dx l l x                       (3) k I k I a b l 1 2    k II K I k II K I K II K II x y 0    1  2 