A technique is presented to model arbitrary discontinuities in the finite e
lement framework by locally enriching a displacement-based approximation th
rough a partition of unity method. This technique allows discontinuities to
be represented independently of element boundaries. The method is applied
to fracture mechanics, in which crack discontinuities are represented using
both a jump function and the asymptotic near-tip fields. As specific examp
les, we consider cracks and crack growth in two-dimensional elasticity and
Mindlin-Reissner plates. A domain form of the J-integral is also derived to
extract the moment intensity factors. The accuracy and utility of the meth
od is also discussed. (C) 2000 Elsevier Science B.V. All rights reserved.