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Nonlinear Finite Element Analysis of Concrete Structures

Nonlinear Finite Element Analysis of Concrete Structures

Nonlinear Finite Element Analysis of Concrete Structures

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CONTENTS<br />

Page<br />

PREFACE 5<br />

1. INTRODUCTION 7<br />

2. CONSTITUTIVE MODELLING OF CONCRETE 9<br />

2.1. Failure strength 9<br />

2.1.1. Geometrical preliminaries 10<br />

2.1.2. Evaluation <strong>of</strong> some failure criteria — . 13<br />

2.1.3. The two adopted failure criteria 19<br />

2.1.4. Adopted cracking criteria 26<br />

2.2. Stress-strain relations 28<br />

2.2.1. <strong>Nonlinear</strong>ity index 32<br />

2.2.2. Change <strong>of</strong> the secant value <strong>of</strong> Young's<br />

modulus 35<br />

2.2.3. Change <strong>of</strong> the secant value <strong>of</strong> Poisson's<br />

ratio 39<br />

2.2.4. Experimental verification 41<br />

2.3. Creep 45<br />

2.4. Summary 4 7<br />

3. CONSTITUTIVE EQUATIONS FOR REINFORCEMENT AND PR£-<br />

STRESSING 48<br />

4. FINITE ELEMENT MODELLING 55<br />

4.1. Fundamental equations <strong>of</strong> the finite element<br />

method 57<br />

4.2. <strong>Concrete</strong> element 66<br />

4.2.1. Basic derivations 67<br />

4.2.2. Cracking in the concrete element 72<br />

4.3. Reinforcement elements 81<br />

4.3.1. Elastic deformation <strong>of</strong> reinforcement ... 84<br />

4.3.2. Plastic deformation <strong>of</strong> reinforcement ... 95<br />

4.4. Prestressing 99<br />

4.5. Plane stress and strain vs. axisymmetric<br />

formulation 100<br />

4.6. Computational schemes 102

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