Self-compacting concrete /
Self-Compacting Concrete (SCC) is a relatively new building material. Nowadays, its use is progressively changing the method of concrete placement on building sites. However, the successful use of SCC requires a good understanding of the behavior of this material, which is vastly different from trad...
Άλλοι συγγραφείς: | |
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Μορφή: | Ηλ. βιβλίο |
Γλώσσα: | English |
Έκδοση: |
London :
ISTE ;
2011.
Hoboken, N.J. : Wiley, 2011. |
Θέματα: | |
Διαθέσιμο Online: | Full Text via HEAL-Link |
Πίνακας περιεχομένων:
- Machine generated contents note: ch. 1 Design, Rheology and Casting of Self-Compacting Concretes / Michel Mouret
- 1.1. Towards a fluid concrete
- 1.1.1. Area of application
- 1.2. SCC formulation basics
- 1.2.1. Overview
- 1.2.2. Specificity of SCC formulation
- 1.2.3. Design methods for SCC
- 1.3. SCC rheology
- 1.3.1. Fundamental concepts
- 1.3.2. Rheological characteristics: methods and ranges of measured values
- 1.3.3. Rheology at different scales
- 1.3.4. Evolution in rheology during casting-thixotropy
- 1.4. Industrial practices
- 1.4.1. Determining rheology during mixing and transport
- 1.4.2. Pumping
- 1.5. Forces exerted by SCCs on formworks
- 1.5.1. Important parameters
- 1.5.2. Changes in pressure against a formwork
- 1.5.3. Adapting the casting conditions
- 1.5.4. Modeling pressure
- 1.6. Bibliography
- ch. 2 Early Age Behavior / Ahmed Loukili
- 2.1. Introduction
- 2.2. Hydration and its consequences
- 2.2.1. Hydration
- 2.2.2. Setting
- 2.2.3. Chemical shrinkage and endogenous shrinkage
- 2.2.4. Heat release, thermal contraction and the risk of cracking
- 2.3. Early age desiccation and its consequences: different approaches to the problem
- 2.4. Plastic shrinkage and drop in capillary pressure
- 2.4.1. Analysis of studied phenomena
- 2.5.Comparison of plastic shrinkage for SCCs and conventional concretes
- 2.5.1. Controlled drying
- 2.5.2. Forced drying
- 2.6. Influence of composition on free plastic shrinkage
- 2.6.1. Influence of the paste composition
- 2.6.2. Influence of the paste proportion
- 2.7. Cracking due to early drying
- 2.7.1. Experimental apparatus
- 2.7.2.Comparison of SCCs and conventional concretes
- 2.8. Summary
- 2.9. Bibliography
- ch. 3 Mechanical Properties and Delayed Deformations / Ahmed Loukili
- 3.1. Introduction
- 3.2. Instantaneous mechanical properties
- 3.2.1. Time-evolution of compressive strength
- 3.2.2. Tensile strength
- 3.2.3. Elastic modulus
- 3.3. Differences in mechanical behavior
- 3.3.1. Free shrinkage
- 3.3.2. Restrained shrinkage
- 3.3.3. Evolution and prediction of delayed deformations under loading, creep deformations
- 3.4. Behavior of steel-concrete bonding
- 3.4.1. Anchorage capacity
- 3.4.2. Transfer capacity of reinforcement tensile stress to concrete and cracking
- 3.5. Bibliography
- ch. 4 Durability of Self-Compacting Concrete / Abdelhafid Khelidj
- 4.1. Introduction
- 4.2. Properties and parameters that influence durability
- 4.2.1. Mechanical strength
- 4.2.2. Porosity and properties of the porous network
- 4.2.3. Absorption
- 4.3. Transport phenomena
- 4.3.1. Permeability
- 4.3.2. Diffusion
- 4.4. Degradation mechanisms
- 4.4.1. Reinforcement bar corrosion risk
- 4.4.2. Aggressive water
- 4.5. Conclusion
- 4.6. Bibliography
- ch. 5 High Temperature Behavior of Self-Compacting Concretes / Geert de Schutter
- 5.1. Introduction
- 5.2. Changes in SCC microstructure and physico-chemical properties with temperature
- 5.2.1. Physico-chemical properties
- 5.3. Mechanical behavior of SCCs at high temperature
- 5.3.1. Changes in compressive strength
- 5.3.2. Elastic modulus
- 5.4. Thermal stability
- 5.5. Conclusion
- 5.6. Bibliography.