WHY K - HIGH-ORDER SINGULARITIES AND SMALL-SCALE YIELDING

Singular terms in the crack tip elastic stress field of order sigma si milar to tau(-3/2), tau(-5/2),... are often neglected, thus rationaliz ing the use of the K field, sigma similar to tau(-1/2), as the dominan t term for fracture mechanics. We find the common explanation for negl ecting the more singular terms in the series solution for the crack ti p stress field unsatisfying. Further, the more singular terms are non- zero and are needed to understand the energetics of fracture, i.e, J a nd G. Given that the singular terms are generally present, the rationa le for the validity of the small scale yielding assumption (the basis of Linear elastic fracture) is more subtle than any argument which dep ends on the elimination of terms with stress sigma similar to tau(-3/2 ), tau(-5/2),.... Our explanation for the validity of small scale yiel ding is as follows. First, with or without small. scale yielding, the stress field outside of the nonlinear zone does contain more singular terms. In the limit as the nonlinear zone at the crack tip shrinks to zero size (SSY) we show that the tau(-1/2) term in the Williams expans ion dominates both the more singular and the non-singular terms in an annular region somewhat removed from this zone. Further, in this limit the magnitude of the sigma similar to tau(-1/2) term is almost entire l y determined by tractions on the outer boundary. Our theory and exam ples are for representative problems in mode III anti-plane shear frac ture. We expect, however, that the general results also apply to mode I and mode II fracture.