Intro
Preface
Contents
1 Introduction
1.1 Description
1.2 Objectives
References
2 Brief Literature Review
2.1 Delayed Ettringite Formation (DEF)
2.2 Alkali-Silica Reaction (ASR)
2.2.1 Numerical Modelling of ASR
References
3 The Plasticity Model of Concrete Damage-CDPM
3.1 Additive Decomposition of the Field of Total Deformations
3.2 Mechanical Behaviour of the Model
3.2.1 Uniaxial Behaviour in Traction and Compression
3.2.2 Nonlinear Behaviour in Traction
3.2.3 Nonlinear Behaviour in Compression
3.3 Flow Law and Flow Criterion

3.4 Routine for Parameters Needed for the Model CDP
3.4.1 Routine Description
3.4.2 Routine Implementation-Generation of Inelastic Deformations, Damage Parameters and Respective Stresses
3.5 Routine for Reducing the Mechanical Properties of Concrete by Internal Expansion Reactions (IER)
References
4 Bottle-Shaped Isolated Struts Concrete Deteriorated
4.1 Materials and Methods
4.2 Experimental Program
4.2.1 Panel S1-2
4.2.2 Panel S3-1
4.2.3 Qualitative Information from Other Panels
References
5 Numerical Simulation
5.1 Computational Model Description

5.2 Computational Model
5.3 Properties of Concrete-Elasticity, Plasticity and Damage
5.4 Step Definition
5.5 Assembly
5.6 Definition of Interactions in the Model
5.7 Definition of the Boundary Conditions
5.8 Processing
References
6 Numerical Results and Discussion
6.1 FEM Validation
6.1.1 Qualitative Comparisons
6.1.2 Quantitative Comparisons
6.2 Panel S3-1 Deteriorated by Alkali-Silica Reaction (ASR)
6.3 Panel S2-1 Deteriorated by Delayed Ettringite Formation (DEF)
References
7 Conclusions and Future Recommendations
7.1 Conclusions

7.2 Future Recommendations
References