The plane problem of stress concentration near a thin absolutely rigid
inclusion is considered. Under the action of a force and a moment, ap
plied to the upper edge of the inclusion, which is completely bonded t
o an elastic medium, the lower edge of the inclusion separates into la
yers: a crack opens in a certain inner section and finite slippage zon
es occur outside it. The problem is equivalent to a system of four sin
gular integral equations in different sections. In the symmetric case,
the reduction of this system to a single singular integral equation o
f the Mellin-convolution type in the interval (mu, 1) turns out to be
effective, as the latter equation can be solved using a previously pro
posed scheme [1] as a consequence of the smallness of Ir. In the gener
al case, the system is reduced to two Riemann vector problems which ar
e served successively and for which analytic and asymptotic solutions
are constructed. The zones of slippage and detachment, the angle of ro
tation of the inclusion, the normal displacements of the lower edge of
the inclusion and the contact stresses in the slippage zone are found
. Copyright (C) 1996 Elsevier Science Ltd.