Large-scale discrete element simulations, combined finite-discrete element
simulations as well as a whole range of related problems, involve a large n
umber of separate bodies that interact with each other and in general defor
m and fracture. In this context there is a need for a robust fracture algor
ithm applicable to simultaneous multiple fracturing of large numbers of bod
ies.
In this work a fracture model for both initiation and propagation of mode I
loaded cracks in concrete in the context of the combined finite-discrete e
lement method is reported. The algorithm is based on accurate approximation
of experimental stress-strain curves for concrete in tension. Copyright (C
) 1999 John Wiley & Sons, Ltd.