Advanced concrete technology [[electronic resource] /] / Zongjin Li |
Autore | Li Zongjin, Dr. |
Pubbl/distr/stampa | Hoboken, NJ, : Wiley, c2011 |
Descrizione fisica | 1 online resource (522 p.) |
Disciplina | 620.1/36 |
Soggetto topico |
Concrete
Building materials |
ISBN |
1-283-02527-2
9786613025272 0-470-90243-4 0-470-95006-4 0-470-90239-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910139207003321 |
Li Zongjin, Dr.
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Hoboken, NJ, : Wiley, c2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Advanced concrete technology / / Zongjin Li |
Autore | Li Zongjin, Dr. |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Hoboken, NJ, : Wiley, c2011 |
Descrizione fisica | 1 online resource (522 p.) |
Disciplina | 620.1/36 |
Soggetto topico |
Concrete
Building materials |
ISBN |
1-283-02527-2
9786613025272 0-470-90243-4 0-470-95006-4 0-470-90239-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Intro -- Advanced Concrete Technology -- Contents -- Preface -- 1 Introduction to Concrete -- 1.1 Concrete Definition and Historical Development -- 1.2 Concrete as a Structural Material -- 1.3 Characteristics of Concrete -- 1.4 Types of Concrete -- 1.5 Factors Influencing Concrete Properties -- 1.6 Approaches to Study Concrete -- Discussion Topics -- References -- 2 Materials for Making Concrete -- 2.1 Aggregates -- 2.2 Cementitious Binders -- 2.3 Admixtures -- 2.4 Water -- Discussion Topics -- Problems -- References -- 3 Fresh Concrete -- 3.1 Workability of Fresh Concrete -- 3.2 Mix Design -- 3.3 Procedures for Concrete Mix Design -- 3.4 Manufacture of Concrete -- 3.5 Delivery of Concrete -- 3.6 Concrete Placing -- 3.7 Early-Age Properties of Concrete -- Discussion Topics -- Problems -- References -- 4 Structure of Concrete -- 4.1 Introduction -- 4.2 Structural Levels -- 4.3 Structure of Concrete in Nanometer Scale: C-S-H Structure -- 4.4 Transition Zone in Concrete -- 4.5 Microstructural Engineering -- Discussion Topics -- References -- 5 Hardened Concrete -- 5.1 Strengths of Hardened Concrete -- 5.2 Stress-Strain Relationship and Constitutive Equations -- 5.3 Dimensional Stability-Shrinkage and Creep -- 5.4 Durability -- Discussion Topics -- Problems -- References -- 6 Advanced Cementitious Composites -- 6.1 Fiber-Reinforced Cementitious Composites -- 6.2 High-Strength Cementitious Composites -- 6.3 Polymers in Concrete -- 6.4 Shrinkage-Compensating Concrete -- 6.5 Self-Compacting Concrete -- 6.6 Engineered Cementitious Composite -- 6.7 Tube-Reinforced Concrete -- 6.8 High-Volume Fly Ash Concrete -- 6.9 Structural Lightweight Concrete -- 6.10 Heavyweight Concrete -- Discussion Topics -- Problems -- References -- 7 Concrete Fracture Mechanics -- 7.1 Introduction -- 7.2 Linear Elastic Fracture Mechanics -- 7.3 The Crack Tip Plastic Zone.
7.4 Crack Tip Opening Displacement -- 7.5 Fracture Process in Concrete -- 7.6 Nonlinear Fracture Mechanics for Concrete -- 7.7 Two-Parameter Fracture Model -- 7.8 Size Effect Model -- 7.9 The Fictitious Model by Hillerborg -- 7.10 R-Curve Method for Quasi-Brittle Materials -- Discussion Topics -- Problems -- References -- 8 Nondestructive Testing in Concrete Engineering -- 8.1 Introduction -- 8.2 Review of Wave Theory for a 1D Case -- 8.3 Reflected and Transmitted Waves -- 8.4 Attenuation and Scattering -- 8.5 Main Commonly Used NDT-CE Techniques -- 8.6 Noncontacting Resistivity Measurement Method -- Discussion Topics -- Problems -- References -- 9 The Future and Development Trends of Concrete -- 9.1 Sustainability of Concrete -- 9.2 Deep Understanding of the Nature of Hydration -- 9.3 Load-Carrying Capability-Durability Unified Service Life Design Theory -- 9.4 High Toughness and Ductile Concrete -- References -- Index. |
Record Nr. | UNINA-9910807192603321 |
Li Zongjin, Dr.
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Hoboken, NJ, : Wiley, c2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Concrete for underground structures [[electronic resource] ] : guidelines for design and construction / / edited by Robert J.F. Goodfellow |
Pubbl/distr/stampa | Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, c2011 |
Descrizione fisica | 1 online resource (178 p.) |
Disciplina | 620.1/36 |
Altri autori (Persone) | GoodfellowRobert J. F |
Soggetto topico |
Underground construction
Concrete construction |
Soggetto genere / forma | Electronic books. |
ISBN |
1-61344-146-0
0-87335-347-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Cover; Title; Copyright; Contents; Preface; Acknowledgments; Chapter 1 Introduction; Chapter 2 Cast-in-Place Concrete; Chapter 3 Precast Concrete Segmental Linings; Chapter 4 Shotcrete; Chapter 5 Admixtures; Appendix A Cast-in-Place Concrete Tunnel Lining Specifications; Appendix B Precast Concrete Segmental Lining Specifications; Appendix C EPDM Gaskets for Precast Concrete Tunnel Lining Specifications; Appendix D Shotcrete Specifications; Index; Back Cover |
Record Nr. | UNINA-9910461509603321 |
Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, c2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Concrete for underground structures [[electronic resource] ] : guidelines for design and construction / / edited by Robert J.F. Goodfellow |
Pubbl/distr/stampa | Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, c2011 |
Descrizione fisica | 1 online resource (178 p.) |
Disciplina | 620.1/36 |
Altri autori (Persone) | GoodfellowRobert J. F |
Soggetto topico |
Underground construction
Concrete construction |
ISBN |
1-61344-146-0
0-87335-347-1 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Cover; Title; Copyright; Contents; Preface; Acknowledgments; Chapter 1 Introduction; Chapter 2 Cast-in-Place Concrete; Chapter 3 Precast Concrete Segmental Linings; Chapter 4 Shotcrete; Chapter 5 Admixtures; Appendix A Cast-in-Place Concrete Tunnel Lining Specifications; Appendix B Precast Concrete Segmental Lining Specifications; Appendix C EPDM Gaskets for Precast Concrete Tunnel Lining Specifications; Appendix D Shotcrete Specifications; Index; Back Cover |
Record Nr. | UNINA-9910789688303321 |
Englewood, Colo., : Society for Mining, Metallurgy, and Exploration, c2011 | ||
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Lo trovi qui: Univ. Federico II | ||
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Curing concrete [[electronic resource] /] / Peter C. Taylor |
Autore | Taylor Peter C (Peter Clement) |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Boca Raton [Fla.], : Taylor & Francis, 2014 |
Descrizione fisica | 1 online resource (214 p.) |
Disciplina |
620.1/36
620.136 624.1834 |
Soggetto topico |
Concrete - Curing
Concrete construction |
ISBN |
0-429-20665-8
1-62870-782-8 0-415-77952-9 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Front Cover; Contents; List of figures; List of tables; Preface; Acknowledgments; About the author; Chapter 1 - Introduction; Chapter 2 - Cementitious materials: Chemistry and hydration; Chapter 3 - Benefits of curing on concrete performance; Chapter 4 - Curing in practice; Chapter 5 - Measurement and specifications; Chapter 6 - Real-world experience; Back Cover |
Record Nr. | UNINA-9910787582903321 |
Taylor Peter C (Peter Clement)
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Boca Raton [Fla.], : Taylor & Francis, 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Damage mechanics of cementitious materials and structures [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Frédéric Dufour |
Pubbl/distr/stampa | London, : ISTE |
Descrizione fisica | 1 online resource (271 p.) |
Disciplina | 620.1/36 |
Altri autori (Persone) |
Pijaudier-CabotGilles
DufourFrederic |
Collana | ISTE |
Soggetto topico |
Concrete - Deterioration
Fracture mechanics |
ISBN |
1-118-56208-9
1-118-56622-X 1-118-56629-7 1-299-18896-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Damage Mechanics of Cementitious Materials and Structures; Title Page; Copyright Page; Table of Contents; Preface; Chapter 1. Bottom-Up: From Atoms to Concrete Structures; 1.1. Introduction; 1.2. A realistic molecular model for calcium-silicate hydrates; 1.2.1. Background; 1.2.2. Molecular properties of C-S-H; 1.2.3. From molecular properties to C-S-H microtexture; 1.3. Probing C-S-H microtexture by nanoindentation; 1.3.1. Does particle shape matter?; 1.3.2. Implementation for back analysis of packing density distributions
1.3.3. Functionalized properties: nanogranular origin of concrete creep1.4. Conclusions; 1.5. Bibliography; Chapter 2. Poromechanics of Saturated Isotropic Nanoporous Materials; 2.1. Introduction; 2.2. Results from molecular simulations; 2.3. Poromechanical model; 2.3.1. Nomenclature and definitions; 2.3.2. Effective pore pressure; 2.3.3. Thermodynamical equilibrium condition; 2.3.4. Constitutive equation of the effective pore pressure; 2.3.5. Effect on the volumetric strain; 2.3.6. Effect on the permeability; 2.4. Adsorption-induced swelling and permeability change in nanoporous materials 2.4.1. Comparison with data by Day et al. 2.4.2. Comparison with data by Ottiger et al.; 2.4.3. Variation of effective permeability; 2.5. Discussion - interaction energy and entropy; 2.6. Conclusions; 2.7. Acknowledgments; 2.8. Bibliography; Chapter 3. Stress-based Non-local Damage Model; 3.1. Introduction; 3.2. Non-local damage models; 3.2.1. Continuum damage theory; 3.2.2. Original integral non-local approach; 3.2.3. Non-local integral method based on stress state; 3.2.4. Numerical implementation; 3.3. Initiation of failure; 3.4. Bar under traction; 3.4.1. Global behavior 3.4.2. Mechanical quantities in the FPZ3.4.3. Crack opening estimation; 3.5. Description of the cracking evolution in a 3PBT of a concrete notched beam; 3.5.1. Global behavior; 3.5.2. Cracking analysis; 3.6. Conclusions; 3.7. Acknowledgments; 3.8. Bibliography; Chapter 4. Discretization of Higher Order Gradient Damage Models Using Isogeometric Finite Elements; 4.1. Introduction; 4.2. Isotropic damage formulation; 4.2.1. Constitutive modeling; 4.2.2. Implicit gradient damage formulation; 4.3. Isogeometric finite elements; 4.3.1. Univariate B-splines and NURBS 4.3.2. Multivariate B-splines and NURBS 4.3.3. Isogeometric finite-element discretization; 4.4. Numerical simulations; 4.4.1. One-dimensional rod loaded in tension; 4.4.2. Three-point bending beam; 4.5. Conclusions; 4.6. Acknowledgments; 4.7. Bibliography; Chapter 5. Macro and Mesoscale Models to Predict Concrete Failure and Size Effects; 5.1. Introduction; 5.2. Experimental procedure; 5.2.1. Material, specimens and test rig descriptions; 5.2.2. Experimental results; 5.2.3. Size effect analysis; 5.3. Numerical simulations; 5.3.1. Macroscale modeling; 5.3.2. Mesoscale modeling approach 5.3.3. Analysis of three-point bending tests |
Record Nr. | UNINA-9910138855303321 |
London, : ISTE | ||
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Lo trovi qui: Univ. Federico II | ||
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Damage mechanics of cementitious materials and structures / / edited by Gilles Pijaudier-Cabot, Frédéric Dufour |
Edizione | [1st ed.] |
Pubbl/distr/stampa | London, : ISTE |
Descrizione fisica | 1 online resource (271 p.) |
Disciplina | 620.1/36 |
Altri autori (Persone) |
Pijaudier-CabotGilles
DufourFrederic |
Collana | ISTE |
Soggetto topico |
Concrete - Deterioration
Fracture mechanics |
ISBN |
1-118-56208-9
1-118-56622-X 1-118-56629-7 1-299-18896-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Cover; Damage Mechanics of Cementitious Materials and Structures; Title Page; Copyright Page; Table of Contents; Preface; Chapter 1. Bottom-Up: From Atoms to Concrete Structures; 1.1. Introduction; 1.2. A realistic molecular model for calcium-silicate hydrates; 1.2.1. Background; 1.2.2. Molecular properties of C-S-H; 1.2.3. From molecular properties to C-S-H microtexture; 1.3. Probing C-S-H microtexture by nanoindentation; 1.3.1. Does particle shape matter?; 1.3.2. Implementation for back analysis of packing density distributions
1.3.3. Functionalized properties: nanogranular origin of concrete creep1.4. Conclusions; 1.5. Bibliography; Chapter 2. Poromechanics of Saturated Isotropic Nanoporous Materials; 2.1. Introduction; 2.2. Results from molecular simulations; 2.3. Poromechanical model; 2.3.1. Nomenclature and definitions; 2.3.2. Effective pore pressure; 2.3.3. Thermodynamical equilibrium condition; 2.3.4. Constitutive equation of the effective pore pressure; 2.3.5. Effect on the volumetric strain; 2.3.6. Effect on the permeability; 2.4. Adsorption-induced swelling and permeability change in nanoporous materials 2.4.1. Comparison with data by Day et al. 2.4.2. Comparison with data by Ottiger et al.; 2.4.3. Variation of effective permeability; 2.5. Discussion - interaction energy and entropy; 2.6. Conclusions; 2.7. Acknowledgments; 2.8. Bibliography; Chapter 3. Stress-based Non-local Damage Model; 3.1. Introduction; 3.2. Non-local damage models; 3.2.1. Continuum damage theory; 3.2.2. Original integral non-local approach; 3.2.3. Non-local integral method based on stress state; 3.2.4. Numerical implementation; 3.3. Initiation of failure; 3.4. Bar under traction; 3.4.1. Global behavior 3.4.2. Mechanical quantities in the FPZ3.4.3. Crack opening estimation; 3.5. Description of the cracking evolution in a 3PBT of a concrete notched beam; 3.5.1. Global behavior; 3.5.2. Cracking analysis; 3.6. Conclusions; 3.7. Acknowledgments; 3.8. Bibliography; Chapter 4. Discretization of Higher Order Gradient Damage Models Using Isogeometric Finite Elements; 4.1. Introduction; 4.2. Isotropic damage formulation; 4.2.1. Constitutive modeling; 4.2.2. Implicit gradient damage formulation; 4.3. Isogeometric finite elements; 4.3.1. Univariate B-splines and NURBS 4.3.2. Multivariate B-splines and NURBS 4.3.3. Isogeometric finite-element discretization; 4.4. Numerical simulations; 4.4.1. One-dimensional rod loaded in tension; 4.4.2. Three-point bending beam; 4.5. Conclusions; 4.6. Acknowledgments; 4.7. Bibliography; Chapter 5. Macro and Mesoscale Models to Predict Concrete Failure and Size Effects; 5.1. Introduction; 5.2. Experimental procedure; 5.2.1. Material, specimens and test rig descriptions; 5.2.2. Experimental results; 5.2.3. Size effect analysis; 5.3. Numerical simulations; 5.3.1. Macroscale modeling; 5.3.2. Mesoscale modeling approach 5.3.3. Analysis of three-point bending tests |
Record Nr. | UNINA-9910815239503321 |
London, : ISTE | ||
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Lo trovi qui: Univ. Federico II | ||
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Geopolymer binder systems |
Pubbl/distr/stampa | [Place of publication not identified], : ASTM International, 2013 |
Disciplina | 620.1/36 |
Collana | Selected technical papers Geopolymer binder systems |
Soggetto topico |
Polymer-impregnated concrete
Cement Binders (Materials) Inorganic polymers Aluminum silicates Chemical & Materials Engineering Engineering & Applied Sciences Materials Science |
ISBN | 0-8031-7576-0 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910164685703321 |
[Place of publication not identified], : ASTM International, 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Guide to diagnosis and appraisal of AAR damage to concrete structures . Part 1 Diagnosis (AAR 6.1) / / Bruno Godart, Mario de Rooij, Jonathan Wood, editors |
Edizione | [1st ed. 2013.] |
Pubbl/distr/stampa | Dordrecht, : Springer |
Descrizione fisica | 1 online resource (91 p.) |
Disciplina | 620.1/36 |
Altri autori (Persone) |
Bruno Godart
de RooijMario WoodJonathan |
Collana | RILEM-state-of-the-art reports |
Soggetto topico |
Concrete - Deterioration
Alkali-aggregate reactions Fracture mechanics |
ISBN | 94-007-6567-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | 1. Introduction: 1.1 Why the need for a diagnosis document -- 1.2 Scope -- 1.3 Definitions -- 2 Alkali-Aggregate Reaction: 2.1 Introduction -- 2.2 Alkali -- 2.3 Aggregates -- 2.4 Water -- 2.5 Pessimum behaviour -- 2.6 Summary -- 3 Symptoms of an expansive reaction during routine inspection: 3.1 General inspection remarks -- 3.2 Review of existing records -- 3.3 Planning of a comprehensive on-site inspection -- 3.4 The routine on-site inspection -- 3.5 Concrete surface features suggestive of AAR -- 3.6 First assessment of field observations -- 4 Confirmation investigation: 4.1 Introduction -- 4.2 Available methods, personnel and expertise -- 4.3 Approach for diagnosis of AAR in structures -- 4.4 On-site sampling for AAR confirmation -- 4.5 Visual examination of cores -- 4.6 Petrographic examination -- 4.7 Additional tests -- 5 Severity investigation: 5.1 Introduction -- 5.2 Field investigation -- 5.3 Laboratory tests -- 5.4 Summary of diagnosis -- 6 Reporting: 6.1 Purpose -- 6.2 Scope -- 6.3 Objectives of the investigation -- 6.4 Information concerning the structures -- 6.5 Methods and techniques used -- 6.6 Interpretation of results -- 6.7 Conclusions -- 6.8 Author -- References -- Appendix 1. Proceedings of ICAAR -- Appendix 2. Diagnosis of AAR within an overall investigation. |
Record Nr. | UNINA-9910438053303321 |
Dordrecht, : Springer | ||
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Lo trovi qui: Univ. Federico II | ||
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Pervious concrete |
Pubbl/distr/stampa | [Place of publication not identified], : ASTM International, 2012 |
Disciplina | 620.1/36 |
Collana | Selected technical papers Pervious concrete |
Soggetto topico |
Lightweight concrete
Chemical & Materials Engineering Engineering & Applied Sciences Materials Science |
ISBN | 0-8031-7569-8 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910164687003321 |
[Place of publication not identified], : ASTM International, 2012 | ||
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Lo trovi qui: Univ. Federico II | ||
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