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Index
Cover
Table of Contents
Title
Copyright
Foreword
Notations
Introduction
1 CEOS.fr Project Presentation
1.1. CEOS.fr work program
1.2. Testing
1.3. Modeling and simulation
1.4. Engineering
1.5. Database and specimen storage
2 Hydration Effects of Concrete at an Early Age and the Scale Effect
2.1. Hydration effects of concrete at an early age
2.2. Scale effect
3 Cracking of Ties
3.1. Design values and limit values
3.2. Adjusting the design value for verification purposes
3.3. Crack spacing equation
3.4. Equation for the mean differential strain
3.5. Model accuracy when calculating the strain and crack width
3.6. Example of the application of the cracking equations to a concrete tie in tension
4 Cracking of Beams Under Mechanical Flexural Loading
4.1. Crack spacing
4.2. Crack width
4.3. Examples
5 Cracking in Walls
5.1. Current status of the reference texts
5.2. Validity of the physical model and calculating of the crack angle
5.3. Calculation model
5.4. Crack spacing and slippage length
5.5. Mean differential strain
5.6. Calculating the crack width from reinforcing bar strains
5.7. Calculating the crack width in accordance with the strut and tie model
5.8. Recommendations for evaluating the cracking in walls subject to earthquake situations
5.9. Examples of application of cracking equations in a wall subjected to a shear stress in the plane of the wall
6 Minimum Reinforcement of Thick Concrete Elements
6.1. Reinforcement of reinforced concrete ties
6.2. Reinforcement of prestressed concrete ties
6.3. Reinforcement of beams
6.4. Reinforcement of walls
7 Shrinkage, Creep and Other Concrete Properties
7.1. Introduction
7.2. Strain
7.3. Shrinkage
7.4. Creep
7.5. Experimental identification procedures
7.6. Temperature effects on concrete properties
8 Cracking of Beams and Walls Subject to Restrained Deformations at SLS
8.1. Evaluation of shrinkage with bulk heating and cooling of concrete
8.2. Estimating and limiting crack widths
8.3. Estimating restraints at SLS
8.4. Estimation of stiffness
9 Effects of Various Phenomena in Combination
9.1. Estimating crack width
9.2. Combining effects due to imposed deformations and deformations resulting from in-service loadings
10 Numerical Modeling: a Methodological Approach
10.1. Scope
10.2. Methodology
10.3. Thermal and hydration effects
10.4. Drying
10.5. Mechanics
10.6. Example simulation
11 Recommendations for the use of Measurements on Mock-up Test Facilities and Structures
11.1. General methodology of the measurements
11.2. Mock-up measurements
11.3. Measurement of structures
11.4. Example of measurement instrumentation on massive structures
11.5. Example of mock-up test instrumentation
11.6. Conclusion
Bibliography
Index
End User License Agreement
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