Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Advanced materials and sustainability in civil engineering / / Kiran Kumar Poloju
| Advanced materials and sustainability in civil engineering / / Kiran Kumar Poloju |
| Autore | Poloju Kiran Kumar |
| Pubbl/distr/stampa | Singapore : , : Springer, , [2022] |
| Descrizione fisica | 1 online resource (64 pages) |
| Disciplina | 620.136 |
| Collana | SpringerBriefs in Applied Sciences and Technology |
| Soggetto topico |
Concrete
Concrete - Environmental aspects |
| ISBN |
981-16-5949-4
981-16-5948-6 |
| Classificazione | UXG |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Acknowledgements -- Contents -- About the Author -- List of Figures -- List of Tables -- 1 Concrete -- 1.1 Introduction to Concrete -- 1.2 Constituents of Concrete -- 1.2.1 Importance of the Ingredients in Concrete -- 1.3 Characteristics of Concrete -- 1.3.1 Fresh Concrete -- 1.3.2 Hardened Concrete -- 1.3.3 Workability of Concrete -- 1.3.4 Stability of Concrete -- 1.3.5 Segregation of Concrete -- 1.3.6 Bleeding of Concrete -- 1.3.7 Curing of Concrete -- 1.4 Cement -- 1.4.1 Manufacturing Process of Cement -- 1.4.2 Bogues Compounds and Their Significance -- 1.5 Tests on Cement -- 1.5.1 Colour Test -- 1.5.2 Lumps Test -- 1.5.3 Floating Test -- 1.6 Aggregate -- 1.6.1 Coarse Aggregate -- 1.6.2 Fine Aggregate -- 1.7 Water -- 2 Admixtures -- 2.1 Mineral Admixture -- 2.2 Chemical Admixtures -- 3 Tests on Hardened Concrete -- 3.1 Mechanical Properties of Concrete Are -- 3.1.1 Compressive Strength -- 3.1.2 Split Tensile Strength -- 3.1.3 Flexural Strength -- 3.2 Durability Properties of Concrete -- 3.2.1 Acid Attack -- 3.2.2 Preparation of 5% HCL: (An Example Shown on How to Prepare Solution) -- 3.2.3 Sorptivity Study -- 4 Industrial Wastes as a Cement Substitute in Concrete Production -- 4.1 How Global Warming Relates to the Manufacturing Process of Cement -- 4.2 Various Supplementary Cementitious Materials Used in Concrete -- 5 Hypo Sludge as Partial Replacement of Cement -- 5.1 Introduction -- 5.2 Formation of Hypo Sludge Concrete -- 5.3 Chemical Composition of Hypo Sludge -- 5.4 Solid Waste Produced by the Paper Industry -- 5.5 The Significance of Using Hypo Sludge in Concrete -- 5.6 Conclusions -- Reference -- 6 Marble Powder as Partial Replacement of Cement -- 6.1 Introduction -- 6.2 Illustration-2-Determination of Strength Properties of Concrete Using Marble Powder as a Partial Replacement as Cement in Concrete -- 6.3 Materials Used.
6.4 Methodology -- 6.5 Significance of Using Marble Powder in Concrete -- 6.6 Conclusion -- 7 Ceramic Powder as Partial Replacement of Cement -- 7.1 Introduction -- 7.2 Significance of Using Ceramic Powder in Concrete -- 7.3 Illustration-3-Advancement of Ceramic Powder in Concrete -- 7.4 Materials That Are Used -- 7.5 Conclusion -- References -- 8 Seashell as Partial Replacement of Cement -- 8.1 Introduction -- 8.2 Illustration-4-Advancement of Physical Properties of Concrete Using Seashell as a Partial Replacement of Fine Aggregate in Concrete -- 8.3 Ingredients Used in Seashell Concrete -- 8.4 Conclusion -- 9 Geopolymer Concrete -- 9.1 Introduction -- 9.2 Formation of Geopolymer Concrete -- 9.3 Ingredients Present in Geopolymer Concrete -- 9.3.1 Fly Ash -- 9.4 Polymerization (Geopolymerization) -- 9.5 Advantages of Geopolymer Concrete -- 9.6 High Strength Concrete -- 9.7 Creep and Low Shrinkage -- 9.8 Resistance to Heat and Cold -- 9.9 Resistance to Chemicals -- 9.10 Geopolymer Concrete's Economic Viability -- 9.11 Geopolymer Concrete Applications -- Bibliography. |
| Record Nr. | UNINA-9910743383003321 |
Poloju Kiran Kumar
|
||
| Singapore : , : Springer, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Computational structural concrete : theory and applications / / Ulrich Häussler-Combe
| Computational structural concrete : theory and applications / / Ulrich Häussler-Combe |
| Autore | Häussler-Combe Ulrich |
| Edizione | [Second enlarged and improved edition.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , [2023] |
| Descrizione fisica | 1 online resource (444 pages) |
| Disciplina | 620.136 |
| Soggetto topico |
Concrete - Environmental aspects
Finite element method Reinforced concrete |
| ISBN |
3-433-61026-6
3-433-61025-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Main title -- Copyright page -- Preface -- Contents -- List of Examples -- Notation -- 1 Introduction -- Why Read This Book? -- Topics of the Book -- How to Read This Book -- 2 Finite Elements Overview -- 2.1 Modelling Basics -- 2.2 Discretisation Outline -- 2.3 Elements -- 2.4 Material Behaviour -- 2.5 Weak Equilibrium -- 2.6 Spatial Discretisation -- 2.7 Numerical Integration -- 2.8 Equation Solution Methods -- 2.8.1 Nonlinear Algebraic Equations -- 2.8.2 Time Incrementation -- 2.9 Discretisation Errors -- 3 Uniaxial Reinforced Concrete Behaviour -- 3.1 Uniaxial Stress-Strain Behaviour of Concrete -- 3.2 Long-Term Behaviour - Creep and Imposed Strains -- 3.3 Reinforcing Steel Stress-Strain Behaviour -- 3.4 Bond between Concrete and Reinforcement -- 3.5 Smeared Crack Model -- 3.6 Reinforced Tension Bar -- 3.7 Tension Stiffening of Reinforced Bars -- 4 Structural Beams and Frames -- 4.1 Cross-Sectional Behaviour -- 4.1.1 Kinematics -- 4.1.2 Linear Elastic Behaviour -- 4.1.3 Cracked Reinforced Concrete Behaviour -- 4.2 Equilibrium of Beams -- 4.3 Finite Elements for Plane Beams -- 4.3.1 Timoshenko Beam -- 4.3.2 Bernoulli Beam -- 4.4 System Building and Solution -- 4.4.1 Integration -- 4.4.2 Transformation and Assembling -- 4.4.3 Kinematic Boundary Conditions and Solution -- 4.4.4 Shear Stiffness -- 4.5 Creep of Concrete -- 4.6 Temperature and Shrinkage -- 4.7 Tension Stiffening -- 4.8 Prestressing -- 4.9 Large Displacements - Second-Order Analysis -- 4.10 Dynamics -- 5 Strut-and-Tie Models -- 5.1 Elastic Plate Solutions -- 5.2 Strut-and-Tie Modelling -- 5.3 Solution Methods for Trusses -- 5.4 Rigid Plastic Truss Models -- 5.5 Application Aspects -- 6 Multi-Axial Concrete Behaviour -- 6.1 Basics -- 6.1.1 Continua and Scales -- 6.1.2 Characteristics of Concrete Behaviour -- 6.2 Continuum Mechanics -- 6.2.1 Displacements and Strains.
6.2.2 Stresses and Material Laws -- 6.2.3 Coordinate Transformations and Principal States -- 6.3 Isotropy, Linearity, and Orthotropy -- 6.3.1 Isotropy and Linear Elasticity -- 6.3.2 Orthotropy -- 6.3.3 Plane Stress and Strain -- 6.4 Nonlinear Material Behaviour -- 6.4.1 Tangential Stiffness -- 6.4.2 Principal Stress Space and Isotropic Strength -- 6.4.3 Strength of Concrete -- 6.4.4 Nonlinear Material Classification -- 6.5 Elasto-Plasticity -- 6.5.1 A Framework for Multi-Axial Elasto-Plasticity -- 6.5.2 Pressure-Dependent Yield Functions -- 6.6 Damage -- 6.7 Damaged Elasto-Plasticity -- 6.8 The Microplane Model -- 6.9 General Requirements for Material Laws -- 7 Crack Modelling and Regularisation -- 7.1 Basic Concepts of Crack Modelling -- 7.2 Mesh Dependency -- 7.3 Regularisation -- 7.4 Multi-Axial Smeared Crack Model -- 7.5 Gradient Methods -- 7.5.1 Gradient Damage -- 7.5.2 Phase Field -- 7.5.3 Assessment of Gradient Methods -- 7.6 Overview of Discrete Crack Modelling -- 7.7 The Strong Discontinuity Approach -- 7.7.1 Kinematics -- 7.7.2 Equilibrium and Material Behaviour -- 7.7.3 Coupling -- 8 Plates -- 8.1 Lower Bound Limit State Analysis -- 8.1.1 General Approach -- 8.1.2 Reinforced Concrete Resistance -- 8.1.3 Reinforcement Design -- 8.2 Cracked Concrete Modelling -- 8.3 Reinforcement and Bond -- 8.4 Integrated Reinforcement -- 8.5 Embedded Reinforcement with a Flexible Bond -- 9 Slabs -- 9.1 Classification -- 9.2 Cross-Sectional Behaviour -- 9.2.1 Kinematics -- 9.2.2 Internal Forces -- 9.3 Equilibrium of Slabs -- 9.3.1 Strong Equilibrium -- 9.3.2 Weak Equilibrium -- 9.3.3 Decoupling -- 9.4 Reinforced Concrete Cross-Sections -- 9.5 Slab Elements -- 9.5.1 Area Coordinates -- 9.5.2 Triangular Kirchhoff Slab Element -- 9.6 System Building and Solution Methods -- 9.7 Lower Bound Limit State Analysis -- 9.7.1 Design for Bending. 9.7.2 Design for Shear -- 9.8 Nonlinear Kirchhoff Slabs -- 9.8.1 Basic Approach -- 9.8.2 Simple Moment-Curvature Behaviour -- 9.8.3 Extended Moment-Curvature Behaviour -- 9.9 Upper Bound Limit State Analysis -- 10 Shells -- 10.1 Geometry and Displacements -- 10.2 Deformations -- 10.3 Shell Stresses and Material Laws -- 10.4 System Building -- 10.5 Slabs and Beams as a Special Case -- 10.6 Locking -- 10.7 Reinforced Concrete Shells -- 10.7.1 Layer Model -- 10.7.2 Slabs As a Special Case -- 11 Randomness and Reliability -- 11.1 Uncertainty and Randomness -- 11.2 Failure Probability -- 11.2.1 Linear Limit Condition -- 11.2.2 Nonlinear Limit Condition -- 11.2.3 Multiple Limit Conditions -- 11.3 Design and Safety Factors -- 11.3.1 Safety Factor Basics -- 11.3.2 Partial Safety Factor Application -- 12 Concluding Remarks -- Appendix A Solution Methods -- A.1 Nonlinear Algebraic Equations -- A.2 Transient Analysis -- A.3 Stiffness for Linear Concrete Compression -- A.4 The Arc Length Method -- Appendix B Material Stability -- Appendix C Crack Width Estimation -- Appendix D Transformations of Coordinate Systems -- Appendix E Regression Analysis -- References -- Index -- EULA. |
| Record Nr. | UNINA-9910643743503321 |
|
Häussler-Combe Ulrich
|
||
| Berlin, Germany : , : Ernst & Sohn, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Computational structural concrete : theory and applications / / Ulrich Häussler-Combe
| Computational structural concrete : theory and applications / / Ulrich Häussler-Combe |
| Autore | Häussler-Combe Ulrich |
| Edizione | [Second enlarged and improved edition.] |
| Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , [2023] |
| Descrizione fisica | 1 online resource (444 pages) |
| Disciplina | 620.136 |
| Soggetto topico |
Concrete - Environmental aspects
Finite element method Reinforced concrete |
| ISBN |
3-433-61026-6
3-433-61025-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover -- Main title -- Copyright page -- Preface -- Contents -- List of Examples -- Notation -- 1 Introduction -- Why Read This Book? -- Topics of the Book -- How to Read This Book -- 2 Finite Elements Overview -- 2.1 Modelling Basics -- 2.2 Discretisation Outline -- 2.3 Elements -- 2.4 Material Behaviour -- 2.5 Weak Equilibrium -- 2.6 Spatial Discretisation -- 2.7 Numerical Integration -- 2.8 Equation Solution Methods -- 2.8.1 Nonlinear Algebraic Equations -- 2.8.2 Time Incrementation -- 2.9 Discretisation Errors -- 3 Uniaxial Reinforced Concrete Behaviour -- 3.1 Uniaxial Stress-Strain Behaviour of Concrete -- 3.2 Long-Term Behaviour - Creep and Imposed Strains -- 3.3 Reinforcing Steel Stress-Strain Behaviour -- 3.4 Bond between Concrete and Reinforcement -- 3.5 Smeared Crack Model -- 3.6 Reinforced Tension Bar -- 3.7 Tension Stiffening of Reinforced Bars -- 4 Structural Beams and Frames -- 4.1 Cross-Sectional Behaviour -- 4.1.1 Kinematics -- 4.1.2 Linear Elastic Behaviour -- 4.1.3 Cracked Reinforced Concrete Behaviour -- 4.2 Equilibrium of Beams -- 4.3 Finite Elements for Plane Beams -- 4.3.1 Timoshenko Beam -- 4.3.2 Bernoulli Beam -- 4.4 System Building and Solution -- 4.4.1 Integration -- 4.4.2 Transformation and Assembling -- 4.4.3 Kinematic Boundary Conditions and Solution -- 4.4.4 Shear Stiffness -- 4.5 Creep of Concrete -- 4.6 Temperature and Shrinkage -- 4.7 Tension Stiffening -- 4.8 Prestressing -- 4.9 Large Displacements - Second-Order Analysis -- 4.10 Dynamics -- 5 Strut-and-Tie Models -- 5.1 Elastic Plate Solutions -- 5.2 Strut-and-Tie Modelling -- 5.3 Solution Methods for Trusses -- 5.4 Rigid Plastic Truss Models -- 5.5 Application Aspects -- 6 Multi-Axial Concrete Behaviour -- 6.1 Basics -- 6.1.1 Continua and Scales -- 6.1.2 Characteristics of Concrete Behaviour -- 6.2 Continuum Mechanics -- 6.2.1 Displacements and Strains.
6.2.2 Stresses and Material Laws -- 6.2.3 Coordinate Transformations and Principal States -- 6.3 Isotropy, Linearity, and Orthotropy -- 6.3.1 Isotropy and Linear Elasticity -- 6.3.2 Orthotropy -- 6.3.3 Plane Stress and Strain -- 6.4 Nonlinear Material Behaviour -- 6.4.1 Tangential Stiffness -- 6.4.2 Principal Stress Space and Isotropic Strength -- 6.4.3 Strength of Concrete -- 6.4.4 Nonlinear Material Classification -- 6.5 Elasto-Plasticity -- 6.5.1 A Framework for Multi-Axial Elasto-Plasticity -- 6.5.2 Pressure-Dependent Yield Functions -- 6.6 Damage -- 6.7 Damaged Elasto-Plasticity -- 6.8 The Microplane Model -- 6.9 General Requirements for Material Laws -- 7 Crack Modelling and Regularisation -- 7.1 Basic Concepts of Crack Modelling -- 7.2 Mesh Dependency -- 7.3 Regularisation -- 7.4 Multi-Axial Smeared Crack Model -- 7.5 Gradient Methods -- 7.5.1 Gradient Damage -- 7.5.2 Phase Field -- 7.5.3 Assessment of Gradient Methods -- 7.6 Overview of Discrete Crack Modelling -- 7.7 The Strong Discontinuity Approach -- 7.7.1 Kinematics -- 7.7.2 Equilibrium and Material Behaviour -- 7.7.3 Coupling -- 8 Plates -- 8.1 Lower Bound Limit State Analysis -- 8.1.1 General Approach -- 8.1.2 Reinforced Concrete Resistance -- 8.1.3 Reinforcement Design -- 8.2 Cracked Concrete Modelling -- 8.3 Reinforcement and Bond -- 8.4 Integrated Reinforcement -- 8.5 Embedded Reinforcement with a Flexible Bond -- 9 Slabs -- 9.1 Classification -- 9.2 Cross-Sectional Behaviour -- 9.2.1 Kinematics -- 9.2.2 Internal Forces -- 9.3 Equilibrium of Slabs -- 9.3.1 Strong Equilibrium -- 9.3.2 Weak Equilibrium -- 9.3.3 Decoupling -- 9.4 Reinforced Concrete Cross-Sections -- 9.5 Slab Elements -- 9.5.1 Area Coordinates -- 9.5.2 Triangular Kirchhoff Slab Element -- 9.6 System Building and Solution Methods -- 9.7 Lower Bound Limit State Analysis -- 9.7.1 Design for Bending. 9.7.2 Design for Shear -- 9.8 Nonlinear Kirchhoff Slabs -- 9.8.1 Basic Approach -- 9.8.2 Simple Moment-Curvature Behaviour -- 9.8.3 Extended Moment-Curvature Behaviour -- 9.9 Upper Bound Limit State Analysis -- 10 Shells -- 10.1 Geometry and Displacements -- 10.2 Deformations -- 10.3 Shell Stresses and Material Laws -- 10.4 System Building -- 10.5 Slabs and Beams as a Special Case -- 10.6 Locking -- 10.7 Reinforced Concrete Shells -- 10.7.1 Layer Model -- 10.7.2 Slabs As a Special Case -- 11 Randomness and Reliability -- 11.1 Uncertainty and Randomness -- 11.2 Failure Probability -- 11.2.1 Linear Limit Condition -- 11.2.2 Nonlinear Limit Condition -- 11.2.3 Multiple Limit Conditions -- 11.3 Design and Safety Factors -- 11.3.1 Safety Factor Basics -- 11.3.2 Partial Safety Factor Application -- 12 Concluding Remarks -- Appendix A Solution Methods -- A.1 Nonlinear Algebraic Equations -- A.2 Transient Analysis -- A.3 Stiffness for Linear Concrete Compression -- A.4 The Arc Length Method -- Appendix B Material Stability -- Appendix C Crack Width Estimation -- Appendix D Transformations of Coordinate Systems -- Appendix E Regression Analysis -- References -- Index -- EULA. |
| Record Nr. | UNINA-9910678196803321 |
|
Häussler-Combe Ulrich
|
||
| Berlin, Germany : , : Ernst & Sohn, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Concrete and sustainability / / Per Jahren, Tongbo Sui
| Concrete and sustainability / / Per Jahren, Tongbo Sui |
| Autore | Jahren Per. |
| Pubbl/distr/stampa | Boca Raton : , : Taylor and Francis, CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (437 p.) |
| Disciplina |
624.1/8340286
624.18340286 |
| Altri autori (Persone) | SuiTongbo |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects Sustainable construction |
| ISBN |
0-429-07356-9
1-62870-756-9 1-4665-9249-4 |
| Classificazione | TEC005000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Foreword; Preface; Acknowledgements; The authors; About this book; Chapter 1 - Introduction; Chapter 2 - Environmental issues; Chapter 3 - Emissions and absorptions; Chapter 4 - Recycling; Chapter 5 - The environmental challenges-other items; Chapter 6 - New possibilities and challenges; Chapter 7 - The future; References; Back Cover |
| Record Nr. | UNINA-9910787577503321 |
|
Jahren Per.
|
||
| Boca Raton : , : Taylor and Francis, CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Concrete and sustainability / / Per Jahren, Tongbo Sui
| Concrete and sustainability / / Per Jahren, Tongbo Sui |
| Autore | Jahren Per. |
| Pubbl/distr/stampa | Boca Raton : , : Taylor and Francis, CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (437 p.) |
| Disciplina |
624.1/8340286
624.18340286 |
| Altri autori (Persone) | SuiTongbo |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects Sustainable construction |
| ISBN |
0-429-07356-9
1-62870-756-9 1-4665-9249-4 |
| Classificazione | TEC005000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Foreword; Preface; Acknowledgements; The authors; About this book; Chapter 1 - Introduction; Chapter 2 - Environmental issues; Chapter 3 - Emissions and absorptions; Chapter 4 - Recycling; Chapter 5 - The environmental challenges-other items; Chapter 6 - New possibilities and challenges; Chapter 7 - The future; References; Back Cover |
| Record Nr. | UNINA-9910800193203321 |
|
Jahren Per.
|
||
| Boca Raton : , : Taylor and Francis, CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Concrete and sustainability / / Per Jahren, Tongbo Sui
| Concrete and sustainability / / Per Jahren, Tongbo Sui |
| Autore | Jahren Per |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Boca Raton, : Taylor and Francis, CRC Press, 2014 |
| Descrizione fisica | 1 online resource (437 p.) |
| Disciplina | 624.1/8340286 |
| Altri autori (Persone) | SuiTongbo |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects Sustainable construction |
| ISBN |
1-04-005621-0
0-429-07356-9 1-62870-756-9 1-4665-9249-4 |
| Classificazione | TEC005000TEC063000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Front Cover; Contents; Foreword; Preface; Acknowledgements; The authors; About this book; Chapter 1 - Introduction; Chapter 2 - Environmental issues; Chapter 3 - Emissions and absorptions; Chapter 4 - Recycling; Chapter 5 - The environmental challenges-other items; Chapter 6 - New possibilities and challenges; Chapter 7 - The future; References; Back Cover |
| Record Nr. | UNINA-9910828890303321 |
|
Jahren Per
|
||
| Boca Raton, : Taylor and Francis, CRC Press, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others]
| Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others] |
| Pubbl/distr/stampa | Oxford ; ; Philadelphia : , : Woodhead Publishing, , 2013 |
| Descrizione fisica | 1 online resource (625 p.) |
| Disciplina | 620.136 |
| Altri autori (Persone) | TorgalFernando Pacheco |
| Collana | Woodhead Publishing in materials |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-85709-899-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Environmental impact of Portland cement production -- Lower binder intensity eco-efficient concretes -- Life cycle assessment (LCA) aspects of concrete -- Natural pozzolans in eco-efficient concrete -- Artificial pozzolans in eco-efficient concrete -- Tests to evaluate pozzolanic activity in eco-efficient concrete -- Properties of concrete with high-volume pozzolans -- Influence of supplementary cementitious materials (SCMs) on concrete durability -- Performance of self-compacting concrete (SCC) with high-volume supplementary cementitious materials (SCMs) -- High-volume ground granulated blast furnace slag (GGBFS) concrete -- Recycled glass concrete -- Municipal solid waste incinerator (MSWI) concrete -- Concrete with polymeric wastes -- Concrete with construction and demolition wastes (CDW) -- An eco-efficient approach to concrete carbonation -- Concrete with polymers -- Alkali-activated based concrete -- Sulfoaluminate cement -- Reactive magnesia cement -- Nanotechnology for eco-efficient concrete -- Biotechconcrete : an innovative approach for concrete with enhanced durability. |
| Record Nr. | UNINA-9910462580003321 |
| Oxford ; ; Philadelphia : , : Woodhead Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others]
| Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others] |
| Pubbl/distr/stampa | Cambridge : , : Woodhead Publishing, , 2013 |
| Descrizione fisica | 1 online resource (xxvi, 595 pages) : illustrations |
| Disciplina | 620.136 |
| Collana |
Woodhead Publishing in materials
Gale eBooks |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects |
| ISBN | 0-85709-899-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Environmental impact of Portland cement production -- Lower binder intensity eco-efficient concretes -- Life cycle assessment (LCA) aspects of concrete -- Natural pozzolans in eco-efficient concrete -- Artificial pozzolans in eco-efficient concrete -- Tests to evaluate pozzolanic activity in eco-efficient concrete -- Properties of concrete with high-volume pozzolans -- Influence of supplementary cementitious materials (SCMs) on concrete durability -- Performance of self-compacting concrete (SCC) with high-volume supplementary cementitious materials (SCMs) -- High-volume ground granulated blast furnace slag (GGBFS) concrete -- Recycled glass concrete -- Municipal solid waste incinerator (MSWI) concrete -- Concrete with polymeric wastes -- Concrete with construction and demolition wastes (CDW) -- An eco-efficient approach to concrete carbonation -- Concrete with polymers -- Alkali-activated based concrete -- Sulfoaluminate cement -- Reactive magnesia cement -- Nanotechnology for eco-efficient concrete -- Biotechconcrete : an innovative approach for concrete with enhanced durability. |
| Record Nr. | UNINA-9910786703003321 |
| Cambridge : , : Woodhead Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others]
| Eco-efficient concrete / / edited by F. Pacheco-Torgal [and three others] |
| Pubbl/distr/stampa | Cambridge : , : Woodhead Publishing, , 2013 |
| Descrizione fisica | 1 online resource (xxvi, 595 pages) : illustrations |
| Disciplina | 620.136 |
| Collana |
Woodhead Publishing in materials
Gale eBooks |
| Soggetto topico |
Concrete construction
Concrete - Environmental aspects |
| ISBN | 0-85709-899-3 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Environmental impact of Portland cement production -- Lower binder intensity eco-efficient concretes -- Life cycle assessment (LCA) aspects of concrete -- Natural pozzolans in eco-efficient concrete -- Artificial pozzolans in eco-efficient concrete -- Tests to evaluate pozzolanic activity in eco-efficient concrete -- Properties of concrete with high-volume pozzolans -- Influence of supplementary cementitious materials (SCMs) on concrete durability -- Performance of self-compacting concrete (SCC) with high-volume supplementary cementitious materials (SCMs) -- High-volume ground granulated blast furnace slag (GGBFS) concrete -- Recycled glass concrete -- Municipal solid waste incinerator (MSWI) concrete -- Concrete with polymeric wastes -- Concrete with construction and demolition wastes (CDW) -- An eco-efficient approach to concrete carbonation -- Concrete with polymers -- Alkali-activated based concrete -- Sulfoaluminate cement -- Reactive magnesia cement -- Nanotechnology for eco-efficient concrete -- Biotechconcrete : an innovative approach for concrete with enhanced durability. |
| Record Nr. | UNINA-9910826487403321 |
| Cambridge : , : Woodhead Publishing, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Green high-performance concrete with manufactured sand / / Zhengwu Jiang
| Green high-performance concrete with manufactured sand / / Zhengwu Jiang |
| Autore | Jiang Zhengwu |
| Pubbl/distr/stampa | Gateway East, Singapore : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (441 pages) |
| Disciplina | 690.0286 |
| Soggetto topico |
Sustainable construction
Concrete - Environmental aspects |
| ISBN |
9789811963131
9789811963124 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Acknowledgements -- Contents -- About the Author -- 1 Introduction -- 1.1 Concrete -- 1.1.1 Concrete -- 1.1.2 High-Performance Concrete -- 1.1.3 Sustainable Development of Concrete -- 1.2 Aggregate and Manufactured Sand (MS) -- 1.2.1 Aggregate -- 1.2.2 Manufactured Sand -- References -- 2 Production of Manufactured Sand -- 2.1 Production Process of Manufactured Sand -- 2.1.1 Dry Production Process -- 2.1.2 Wet Production Process -- 2.2 Production Equipment -- 2.2.1 Vibrating Feeder -- 2.2.2 Crushing Equipment -- 2.2.3 Fines Removal Equipment -- 2.3 Improvement of Production Technology -- 2.3.1 Production Process Optimization -- 2.3.2 Production Equipment Optimization -- 2.3.3 Slurry Recovery Process -- 2.3.4 Quality Control Measures -- 2.4 Concluding Remarks -- References -- 3 Features of Manufactured Sand -- 3.1 Lithology -- 3.2 Particle Size Distribution and Fines Content -- 3.2.1 Fineness Modulus and Grading -- 3.2.2 Fines Content and Mud Content -- 3.3 Clay Content and MB Values -- 3.3.1 Characterization of Clay Content of MS -- 3.3.2 MB Values of MS -- 3.4 Geometric Features -- 3.4.1 Literature Review -- 3.4.2 Geometric Features of MS -- 3.5 Determination of Specific Surface Area via the Random Section method -- 3.5.1 Theoretical Background -- 3.5.2 Theory Verification -- 3.5.3 Experiment -- 3.5.4 Result Analysis -- References -- 4 Properties and Microstructure of Concrete with Manufactured Sand -- 4.1 Introduction -- 4.2 Fresh Properties -- 4.2.1 Workability -- 4.2.2 Rheological Properties -- 4.3 Mechanical Properties -- 4.3.1 Compressive Strength -- 4.3.2 Elastic Modulus -- 4.3.3 Relationship Between Compressive Strength and Elastic Modulus -- 4.3.4 Positive and Negative Effects of MS -- 4.4 Durability -- 4.4.1 Resistance to Cracking -- 4.4.2 Resistance to Permeability -- 4.4.3 Resistance to Freezing and Thawing.
4.4.4 Resistance to Sulfate Attack -- 4.4.5 Resistance to Acid Attack -- 4.4.6 Dimensional Stability -- 4.4.7 Alkali-Aggregate Reaction -- 4.5 Modeling of Concrete with Manufactured Sand -- 4.5.1 Multi-level Viscosity Model -- 4.5.2 Multi-level Modulus Model -- 4.5.3 Multi-level Diffusion Model -- 4.6 Microstructure of Concrete with Manufactured Sand -- 4.6.1 Hydration -- 4.6.2 Pore Structure -- 4.7 Concluding Remarks -- References -- 5 Mix Design of Concrete with Manufactured Sand -- 5.1 Raw Materials -- 5.1.1 Cement -- 5.1.2 Mineral Admixtures -- 5.1.3 Manufactured Sand -- 5.1.4 Coarse Aggregate -- 5.1.5 Chemical Admixtures -- 5.1.6 Water -- 5.2 Mix Proportioning Methods of High-Performance Concrete -- 5.2.1 Determination of the Concrete Target Mean Strength -- 5.2.2 Calculation of Concrete Mix Proportion -- 5.2.3 Trial, Adjustment, and Determination of Mix Proportion -- 5.2.4 Special Performance Check -- 5.3 Mix Proportioning Methods of Self-Compacting Concrete -- 5.3.1 Blocking Criteria Method -- 5.3.2 ICAR Method -- 5.3.3 Su's Method -- 5.3.4 Densified Mixture Design Algorithm (DMDA) -- 5.3.5 Excessive Paste Theory -- 5.3.6 Packing Model-Based Method -- 5.3.7 Target Grading Method (TG Method) -- 5.4 Mix Design of Concrete Based on Surplus Coefficient of Mortar -- 5.4.1 Technical Route -- 5.4.2 Design Steps -- 5.5 Mix Design Method of Manufactured Sand Concrete Based on Aggregate Shape -- 5.5.1 Mix Design Principle of High-Performance Concrete with Manufactured Sand Based on Aggregate Shape -- 5.5.2 Design Steps for Mix Proportion of High-Performance Concrete with Green Manufactured Sand Based on Aggregate Shape -- 5.6 Optimization of Mix Proportion of Concrete with Manufactured Sand -- 5.6.1 Optimization Technology of Fines -- 5.6.2 Optimization Technology of Manufactured Sand and Coarse Aggregate. 5.6.3 Optimization Technology of Mineral Admixtures -- 5.6.4 Optimization Technology of Additives -- 5.7 Concluding Remarks -- References -- 6 Self-Compacting Concrete with Manufactured Sand -- 6.1 An Overview of Self-Compacting Concrete (SCC) -- 6.2 Pumping Pressure of Concrete with Manufactured Sand -- 6.2.1 Theoretical Prediction of the Pressure Loss of Concrete -- 6.2.2 Establish of Pumping Pressure of Concrete with Manufactured Sand -- 6.2.3 Influence of Manufactured Sand Features on the Pumping Pressure of Concrete -- 6.3 Optimization of Mix Proportion of SCC with Manufactured Sand -- 6.3.1 Design of Mix Proportion of SCC with Manufactured Sand -- 6.3.2 Optimization of Mix Proportion of SCC with Manufactured Sand -- 6.4 Engineering Application of SCC with Manufactured Sand -- 6.4.1 Qingshuihe Bridge -- 6.4.2 Beipanjiang Bridge -- 6.5 Concluding Remarks -- References -- 7 Rock-Filled Concrete with Manufactured Sand -- 7.1 An Overview of RFC -- 7.2 Performance Requirements for Rock -- 7.3 Simulation of Rock Accumulation -- 7.3.1 Algorithm Description -- 7.3.2 Results and Analysis -- 7.4 Mix Design of Superfluid SCC with MS -- 7.4.1 Requirements on the Properties of SFSCC with MS -- 7.4.2 Mix Design Procedures of Superfluid SCC with MS -- 7.4.3 Optimization of Mix Proportion of Superfluid SCC with MS -- 7.5 Properties of RFC with MS -- 7.5.1 Mechanical Properties -- 7.5.2 Durability Performance -- 7.5.3 Drying Shrinkage Behavior of RFC with MS -- 7.5.4 Impermeability of RFC with MS -- 7.5.5 Internal Temperature Rise of RFC with MS -- 7.6 Engineering Application of RFC with MS -- 7.6.1 An Overview of the Bijie-Weining Express Project -- 7.6.2 On-Site Construction of RFC with MS -- 7.6.3 Evaluation of Fresh and Hardened Properties of On-Site RFC with MS -- 7.7 Concluding Remarks -- References. 8 Special High-Performance Concrete with Manufactured Sand -- 8.1 Anti-Disturbance Concrete with MS -- 8.1.1 Raw Materials and Test Methods -- 8.1.2 Results and Analysis -- 8.1.3 Engineering Application -- 8.1.4 Summary -- 8.2 Underwater Anti-Washout Concrete with MS -- 8.2.1 Raw Materials and Test Methods -- 8.2.2 Results and Analysis -- 8.2.3 Engineering Application -- 8.2.4 Summary -- 8.3 Concluding Remarks -- References. |
| Record Nr. | UNINA-9910627254703321 |
|
Jiang Zhengwu
|
||
| Gateway East, Singapore : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
