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Continuum damage mechanics studies on the dynamic fracture of concrete

Conference ·
OSTI ID:6488150
The dynamic fracture of concrete in tension is studied by applying a continuum damage model. In this model, the degree of damage in concrete corresponds to the fraction of concrete volume that has been tension relieved, and tensile microcracking has been taken as the damage mechanism. In compression, the concrete is assumed to respond in an elastic/perfectly plastic manner. Strain-rate effects have been explicitly included in the model. Accumulation of damage in the material is reflected by the progressive weakening of the material stiffness. Examples involving center- and edge-cracked plate specimens subjected to the action of step and ramp loads are used to demonstrate the material responses predicted by the model. The bulk pressure versus strain relationships at locations close to the crack tip clearly show strain-softening behavior. The damage tends to localize around the crack and its extent in the specimen is dependent upon both the crack geometry and the loading type. These results are presented and their implications are discussed. The model has been successfully applied to predict the responses of oil shale in blasting operations. 9 refs., 22 figs.
Research Organization:
Sandia National Labs., Albuquerque, NM (USA)
DOE Contract Number:
AC04-76DP00789
OSTI ID:
6488150
Report Number(s):
SAND-85-0908C; CONF-851247-1; ON: DE86002584
Country of Publication:
United States
Language:
English