Abstract
A new continuum model to describe damage, fragmentation and large deformation of pulverized brittle materials is presented. The multiple-plane-microcracking (MPM) model, developed by Espinosa, has been modified to track microcracking on 13 orientations under high pressure, high strain rate and high deformation. This model provides the elastic and inelastic response of the material before massive crack coalescence. When pulverization occurs, the constitutive response is modelled by means of a viscoplastic model for granular material, which is a generalization to three dimensions of the double-sliding theory augmented by a consolidation mechanism. The initialization of the granular model is governed by a yield surface at the onset of massive crack coalescence. This is accomplished by examining a representative volume element, modelled using the MPM model, in compression-shear. The main advantage of this approach is to keep a continuum model at all stages of the deformation process and thus avoid the difficulties of crack representation in a discrete finite element code. This model has been implemented in LS-DYNA and used to examine interface defeat of long rod penetrators by a confined ceramic plate. The numerical simulations are compared to experiments in order to identify failure modes. The model parameters were obtained independently by simulating plate and rod impact experiments. The proposed model captures most of the physical observations as well as failure mode transition, from interface defeat to full penetration, with increasing impact velocity.
Original language | English (US) |
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Pages (from-to) | 365-398 |
Number of pages | 34 |
Journal | International Journal for Numerical Methods in Engineering |
Volume | 54 |
Issue number | 3 |
DOIs | |
State | Published - May 30 2002 |
Keywords
- Ballistic penetration
- Brittle materials
- Constitutive modelling
- Damage
- Granular materials
- Impact
- Visco-plasticity
ASJC Scopus subject areas
- Numerical Analysis
- General Engineering
- Applied Mathematics