This paper presents a non-local analysis of the dynamic damage accumulation
processes in brittle solids. A non-local formulation of a microcrack-based
continuum damage model is developed and implemented into a transient dynam
ic finite element computer code. The code is then applied to the study of t
he damage accumulation process in a concrete plate with a central hole and
subjected to the action of a step tensile pulse applied at opposite edges o
f the plate. Several finite element discretizations are used to examine the
mesh size effect. Comparisons between calculated results based on local an
d non-local formulations are made and non-local effects are discussed. Copy
right (C) 1999 John Wiley & Sons, Ltd.