Abstract
We investigate numerically the small-strain, elastic–plastic response of statistically isotropic materials with non-uniform spatial distributions of mechanical properties. The numerical predictions are compared to simple bounds derived analytically. We explore systematically the effects of heterogeneity on the macroscopic stiffness, strength, asymmetry, stability and size dependence. Monte Carlo analyses of the response of statistical volume elements are conducted at different strain triaxiality using computational homogenisation, and allow exploring the macroscopic yield behaviour of the heterogeneous material. We illustrate quantitatively how the pressure-sensitivity of the yield surface of the solid increases with heterogeneity in the elastic response. We use the simple analytical models developed here to derive an approximate scaling law linking the fatigue endurance threshold of metallic alloys to their stiffness, yield strength and tensile strength.
Highlights
We investigate numerically the small-strain, elastic–plastic response of statistically isotropic materials with non-uniform spatial distributions of mechanical properties
We stress here that in real materials the degrees of heterogeneity in these three local properties might be correlated to some extent; here we do not aim at representing a particular material, but rather we focus on the effects of local variations of each of these three properties separately
We chose prismatic volume elements (VEs) of square cross-section, consisting of 20,736 cubic cells (NCELL = 20,736) and each cell was meshed with a single finite element ( NFE = NCELL )
Summary
We investigate numerically the small-strain, elastic–plastic response of statistically isotropic materials with non-uniform spatial distributions of mechanical properties. The elastic–plastic microscopic response of the material in each cell was modelled using linear isotropic elasticity (Young’s modulus E, Poisson’s ratio ν) and incompressible J2 plasticity with isotropic linear strain hardening (yield strength σy , hardening modulus H).
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