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Contents
In many dynamic fracture problems we are not able to easily predict
the cohesive failure locations or paths. And so, for conservative CVFE
analysis, the domain is discretized with cohesive elements everywhere
from the beginning. As a result, these problems incur
the greatest computational costs, especially if actual cohesive
failures do not occur until late in the simulation. A preferred
approach is to place cohesive elements anywhere and
at any time during a simulation. In this way, we are able to save much
computational effort since cohesive elements won't be inserted until
they are needed. We present this dynamic insertion method using
blind insertion, damping and pre-stretching of cohesive elements
on a simple 2-D problem. We then apply the algorithm, using the two
aforementioned selection methods: the bounding box method and the
stress based stress-based approach to several problems.
Subsections
Mariusz Zaczek
2002-10-13