disturbed state concept as unified constitutive modeling approach

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ID: 202600
2016
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Abstract
A unified constitutive modeling approach is highly desirable to characterize a wide range of engineering materials subjected simultaneously to the effect of a number of factors such as elastic, plastic and creep deformations, stress path, volume change, microcracking leading to fracture, failure and softening, stiffening, and mechanical and environmental forces. There are hardly available such unified models. The disturbed state concept (DSC) is considered to be a unified approach and is able to provide material characterization for almost all of the above factors. This paper presents a description of the DSC, and statements for determination of parameters based on triaxial, multiaxial and interface tests. Statements of DSC and validation at the specimen level and at the boundary value problem levels are also presented. An extensive list of publications by the author and others is provided at the end. The DSC is considered to be a unique and versatile procedure for modeling behaviors of engineering materials and interfaces.
Reference Key
desai2016journaldisturbed Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Chandrakant S. Desai
Journal journal of neurotrauma
Year 2016
DOI
10.1016/j.jrmge.2016.01.003
URL
http://www.sciencedirect.com/science/article/pii/S1674775516300026
Keywords
interfaces soils constitutive model underground construction rock mechanics soil mechanics

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