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Self-compacting concrete [[electronic resource] /] / edited by Ahmed Loukili
| Self-compacting concrete [[electronic resource] /] / edited by Ahmed Loukili |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (278 p.) |
| Disciplina |
620.1/36
620.136 |
| Altri autori (Persone) | LoukiliAhmed |
| Collana | ISTE |
| Soggetto topico | Self-consolidating concrete |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-118-60216-1
1-118-60196-3 1-118-60214-5 1-299-18768-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Self-Compacting Concrete; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Design, Rheology and Casting of Self-Compacting Concretes; 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 transport1.4.2. 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; Chapter 2. Early Age Behavior; 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 pressure2.4.1. 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; Chapter 3. Mechanical Properties and Delayed Deformations; 3.1. Introduction 3.2. Instantaneous mechanical properties3.2.1. 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; Chapter 4. Durability of Self-Compacting Concrete; 4.1. Introduction 4.2. Properties and parameters that influence durability4.2.1. 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; Chapter 5. High Temperature Behavior of Self-Compacting Concretes; 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 |
| Record Nr. | UNINA-9910138864803321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Self-compacting concrete [[electronic resource] /] / edited by Ahmed Loukili
| Self-compacting concrete [[electronic resource] /] / edited by Ahmed Loukili |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (278 p.) |
| Disciplina |
620.1/36
620.136 |
| Altri autori (Persone) | LoukiliAhmed |
| Collana | ISTE |
| Soggetto topico | Self-consolidating concrete |
| ISBN |
1-118-60216-1
1-118-60196-3 1-118-60214-5 1-299-18768-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Self-Compacting Concrete; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Design, Rheology and Casting of Self-Compacting Concretes; 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 transport1.4.2. 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; Chapter 2. Early Age Behavior; 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 pressure2.4.1. 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; Chapter 3. Mechanical Properties and Delayed Deformations; 3.1. Introduction 3.2. Instantaneous mechanical properties3.2.1. 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; Chapter 4. Durability of Self-Compacting Concrete; 4.1. Introduction 4.2. Properties and parameters that influence durability4.2.1. 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; Chapter 5. High Temperature Behavior of Self-Compacting Concretes; 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 |
| Record Nr. | UNINA-9910830403803321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Self-compacting concrete / / edited by Ahmed Loukili
| Self-compacting concrete / / edited by Ahmed Loukili |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (278 p.) |
| Disciplina | 620.1/36 |
| Altri autori (Persone) | LoukiliAhmed |
| Collana | ISTE |
| Soggetto topico | Self-consolidating concrete |
| ISBN |
9781118602164
1118602161 9781118601969 1118601963 9781118602140 1118602145 9781299187689 1299187684 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Self-Compacting Concrete; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Design, Rheology and Casting of Self-Compacting Concretes; 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 transport1.4.2. 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; Chapter 2. Early Age Behavior; 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 pressure2.4.1. 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; Chapter 3. Mechanical Properties and Delayed Deformations; 3.1. Introduction 3.2. Instantaneous mechanical properties3.2.1. 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; Chapter 4. Durability of Self-Compacting Concrete; 4.1. Introduction 4.2. Properties and parameters that influence durability4.2.1. 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; Chapter 5. High Temperature Behavior of Self-Compacting Concretes; 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 |
| Record Nr. | UNINA-9911019865103321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||