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Discussion of “<i>Transitional Yielding Model for Clay</i>” by Sunirmal Banerjee and Yii‐Wen Pan (February, 1986, Vol. 112, No. 2)
Publisher: American Society of Civil Engineers
Bounding Surface Plasticity. I: Mathematical Foundation and Hypoplasticity
Publisher: American Society of Civil Engineers
Abstract: The mathematical foundation of the general bounding surface constitutive formulation in plasticity is presented. Along these lines the concept of hypoplasticity is formally introduced, and it is shown that a particular ...
Planar Double‐Slip Micromechamcal Model for Polycrystal Plasticity
Publisher: American Society of Civil Engineers
Abstract: The kinematics and kinetics of a planar double‐slip system are used to model the response of a single crystal in plane large plastic deformations. Based on the kinematics of the double‐slip element, the orientation ...
Objectivity in Turbulence under Change of Reference Frame and Superposed Rigid Body Motion
Publisher: American Society of Civil Engineers
Abstract: The validity of objectivity or frame-indifference in turbulence is examined simultaneously from the dual perspective of change of reference frame and superposed rigid-body motion. Similarities and differences arising from ...
Corotational Integrals in Constitutive Formulations
Publisher: American Society of Civil Engineers
Abstract: The definition of a corotational integral is formally introduced. Such definition is the counterpart of the definition of a corotational derivative and requires the introduction of an orthogonal tensor which corresponds ...
Simple Yield Surface Expressions Appropriate for Soil Plasticity
Publisher: American Society of Civil Engineers
Abstract: The objective of this paper is to present a number of simple, practical, and useful analytical expressions of a yield surface for geomaterials. In classical plasticity, the analytical expression of a yield surface defines ...
Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils
Publisher: American Society of Civil Engineers
Abstract: A rate‐independent elasto‐plastic bounding surface constitutive model applicable to anisotropic cohesive soils is presented. It is shown that the theory is capable of realistically accounting for the initial anisotropy and ...
Constitutive Modeling of Inherently Anisotropic Sand Behavior
Publisher: American Society of Civil Engineers
Abstract: A plasticity constitutive framework for modeling inherently anisotropic sand behavior is presented within a modified form of critical state soil mechanics. A second-order symmetric fabric tensor,
Simple Model for Directional Distortional Hardening in Metal Plasticity within Thermodynamics
Publisher: American Society of Civil Engineers
Abstract: Directional distortion, observed in many experiments on various types of metals, refers to the formation of a region of high curvature (sharpening) on the yield surface approximately in the direction of loading, and a ...
Simple Plasticity Sand Model Accounting for Fabric Change Effects
Publisher: American Society of Civil Engineers
Abstract: A simple stress-ratio controlled, critical state compatible, sand plasticity model is presented, first in the triaxial and then in generalized stress space. The model builds upon previous work of the writers, albeit the ...