The Inelastic Behavior of Engineering Materials and Structures |
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aggregate anisotropy applied forces assumption atomic bending Bohr model bonds boundaries components considerably considered const constant covalent bonds crack creep crystalline curves damping decreasing defined denotes depends deviatoric diagram dissipated distorted distribution duration effect elastic elastic-plastic electrons elements endurance limit equation equilibrium existence expressed fatigue fracture fracture stress frequency function glide hardening Hence increasing inelastic deformation initial intercrystalline isotropic large number lattice linear linear elasticity load cycles maximum Maxwell unit mechanical behavior mechanical properties metals modulus molecular molecules observed obtained order of magnitude oscillations particles plastic deformation polycrystalline potential energy produced quantum range regions relation relatively relaxation represents residual stresses resistance shear stress slip bands slip planes solid specimen stability strain rate strength stress-strain structure temperature tension test tensor theory thermal thixotropy tion valence electrons values velocity viscoelastic viscous volume whereas work-hardening yield limit yield stress