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An improved computational constitutive model for brittle materials

AIP conference proceedings · 1994 · Vol. 309 · pp. 981–984
Gordon R. JohnsonTim J. Holmquist

Abstract

An improved computational constitutive model for brittle materials is presented. It is applicable for brittle materials subjected to large strains, high strain rates and high pressures, and is well‐suited for computations in both Lagrangian and Eulerian codes. The equivalent strength is dependent on the intact strength, fractured strength, strain rate, pressure, and damage. The pressure includes the effect of bulking, which is introduced through the transfer of internal energy from decreased shear and deviator stresses to potential internal energy associated with increased hydrostatic pressure. Examples are presented to illustrate the model.

High-Velocity Impact and Material BehaviorStructural Response to Dynamic LoadsHigh-pressure geophysics and materialsBrittlenessMaterials scienceHydrostatic pressureConstitutive equationComputationHydrostatic equilibriumEulerian pathInternal pressureStrain rateLagrangian
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