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Discussion: “Constitutive Equations of Elastoplastic Materials With Elastic-Plastic Transition” (Hashiguchi, K., 1980, ASME J. Appl. Mech., 47, pp. 266–272)
Publisher: The American Society of Mechanical Engineers (ASME)
Erratum: “The Plastic Spin” (Journal of Applied Mechanics, 1985, 52, pp. 865–871)
Publisher: The American Society of Mechanical Engineers (ASME)
The Plastic Spin
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A macroscopic formulation of large deformations elastoplasticity with tensorial structure variables is presented. The novel features are the effect of constitutive relations for the plastic spin ...
Corotational Rates for Kinematic Hardening at Large Plastic Deformations
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: To illustate the effect of the choice of corotational rates at large plastic deformations, expressions for the stresses developing in large simple shear are obtained in closed analytical form ...
Plastic Internal Variables Formalism of Cyclic Plasticity
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The notion of Plastic Internal Variables (PIV ) is used in reformulating, in a general form, the equations of rate-independent plasticity. The stress, temperature, and the PIV are the state ...
Mechanical Behavior of Anisotropic Solids
Publisher: The American Society of Mechanical Engineers (ASME)
Noncoaxiality between Two Tensors with Application to Stress Rate Decomposition and Fabric Anisotropy Variable
Publisher: ASCE
Abstract: The coaxial and totally noncoaxial parts of a tensor in regard to another reference tensor are derived in closed analytical form based on representation theorems of tensor-valued isotropic functions. In the process a new ...
Numerical Study of Impact of Soil Anisotropy on Seismic Performance of Retaining Structure
Publisher: American Society of Civil Engineers
Abstract: Recent laboratory investigations indicate that the stress–strain–strength responses of granular soils are appreciably affected by the fabric orientation of the soil relative to the frame of principal stresses. Especially, ...