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...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Άλλοι συγγραφείς: Loukili, Ahmed
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.