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Computational damage mechanics for composite materials based on mathematical homogenization
215
Citations
36
References
1999
Year
EngineeringMultiscale MechanicsStructural CrashworthinessMechanical EngineeringComputational Damage MechanicsComputational MechanicsDynamic Crack PropagationFracture ModelingMechanics ModelingDamage MechanismDamage Release RateMechanicsMaterial NonlinearitiesMaterials ScienceReinforced ConcreteComposite BeamSolid MechanicsBrittle Composite MaterialMultiscale MechanicCivil EngineeringCrack FormationStructural MechanicsDamage EvolutionMechanics Of MaterialsFracture Mechanics
This paper is aimed at developing a non-local theory for obtaining numerical approximation to a boundary value problem describing damage phenomena in a brittle composite material. The mathematical homogenization method based on double-scale asymptotic expansion is generalized to account for damage effects in heterogeneous media. A closed-form expression relating local fields to the overall strain and damage is derived. Non-local damage theory is developed by introducing the concept of non-local phase fields (stress, strain, free energy density, damage release rate, etc.) in a manner analogous to that currently practiced in concrete [1, 2], with the only exception being that the weight functions are taken to be C0 continuous over a single phase and zero elsewhere. Numerical results of our model were found to be in good agreement with experimental data of 4-point bend test conducted on composite beam made of Blackglas™/Nextel 5-harness satin weave. Copyright © 1999 John Wiley & Sons, Ltd.
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