Constitutive Theory of Elastoplastic Coupled with Damage of Anisotropic Concrete

Jiang Qing Xiao; Qing Zhang; Dao Hong Ding

doi:10.4028/www.scientific.net/AMM.166-169.3220

Paper Titles

A Simple Approach to Modeling the Failure of Flawed Polyester Textile with the Application of the Concepts for Fracture Mechanics
p.3202

Study of the Mechanical Behaviors of Fabric Made of Polyester Fibers in the Corrosive Ozone Gas Environment
p.3206

Comparison Theorems for the Multi-Dimensional Backward Doubly Stochastic Differential Equations
p.3210

Mechanical Capacity Analysis of Large Diameter Prestressed Concrete Cylinder Pipe (PCCP)
p.3214

Constitutive Theory of Elastoplastic Coupled with Damage of Anisotropic Concrete
p.3220

Capture of 2-D Crack Growth Path by the Polygonal Numerical Manifold Method
p.3224

Travelling Wave Solutions of Nonlinear Evolution Equation by Using an Auxiliary Elliptic Equation Method
p.3228

Mechanical Research on Bond-Slip Behaviors of Recycled Aggregate Concrete-Filled Square Steel Tubes
p.3233

Element Free Galerkin Formulation of Composite Beams with Longitudinal and Transverse Partial Interactions
p.3237

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Constitutive Theory of Elastoplastic Coupled with...

Constitutive Theory of Elastoplastic Coupled with Damage of Anisotropic Concrete

Abstract:

A coupled elastoplastic damage model is proposed for the description of anisotropic concrete under compression-dominated stresses. The model is applied to typical concrete in various loading conditions. Damage evolution law and plastic damage coupling are described by using the framework of irreversible thermodynamics.