A spherically multilayered medium, whose elastic parameters change abruptly
on the spherical surfaces, with defects in the form of cracks or thin rigi
d inclusions, is considered. The method of solving problems of the stress c
oncentration near such defects is based on the introduction of linear combi
nations of the displacements and stresses as the fundamental unknowns. This
enables the difficulties related to the presence of an arbitrary number of
layers to be effectively overcome. The method is described initially for a
n unbounded elastic medium and defects of spherical form, situated on the s
urfaces where the elastic parameters change (interphase defects) and a way
of extending this to the case of an elastic medium of finite dimensions, de
fects of other forms and not situated on these surfaces, is indicated. The
method is described in detail as it applies to the case of a two-layer medi
um with an interphase crack when a torsion centre at the origin of coordina
tes acts on the medium. The problem is reduced to an integral equation, an
effective method of solving it is given, and a formula is obtained for the
stress intensity factor. (C) 1999 Elsevier Science Ltd. All rights reserved
.