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Biblioteca

MARC Lista (tabellare)
Composite structures according to eurocode 4 : worked examples / / Darko Dujmovic, Boris Androic, Ivan Lukacevic
Composite structures according to eurocode 4 : worked examples / / Darko Dujmovic, Boris Androic, Ivan Lukacevic
Autore Dujmović Darko
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2015
Descrizione fisica 1 online resource (926 p.)
Disciplina 624.18
Soggetto topico Composite construction
Composite construction - Standards - European Union countries
EN1994 Eurocode 4 (Standard)
ISBN 1-5231-1558-0
3-433-60490-8
3-433-60491-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910132284303321
Dujmović Darko  
Berlin, Germany : , : Ernst & Sohn, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Composite structures according to eurocode 4 : worked examples / / Darko Dujmovic, Boris Androic, Ivan Lukacevic
Composite structures according to eurocode 4 : worked examples / / Darko Dujmovic, Boris Androic, Ivan Lukacevic
Autore Dujmović Darko
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2015
Descrizione fisica 1 online resource (926 p.)
Disciplina 624.18
Soggetto topico Composite construction
Composite construction - Standards - European Union countries
EN1994 Eurocode 4 (Standard)
ISBN 1-5231-1558-0
3-433-60490-8
3-433-60491-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910807249103321
Dujmović Darko  
Berlin, Germany : , : Ernst & Sohn, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Autore Haussler-Combe Ulrich
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2015
Descrizione fisica 1 online resource (356 p.)
Disciplina 624.18340285
Soggetto topico Buildings, Reinforced concrete
Finite element method
Reinforced concrete construction
ISBN 3-433-60363-4
3-433-60361-8
3-433-60362-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam
3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects
5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete
5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach
6.1.2 Reinforced Concrete Contributions
Record Nr. UNISA-996203495503316
Haussler-Combe Ulrich  
Berlin, Germany : , : Ernst & Sohn, , 2015
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Autore Haussler-Combe Ulrich
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2015
Descrizione fisica 1 online resource (356 p.)
Disciplina 624.18340285
Soggetto topico Buildings, Reinforced concrete
Finite element method
Reinforced concrete construction
ISBN 3-433-60363-4
3-433-60361-8
3-433-60362-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam
3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects
5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete
5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach
6.1.2 Reinforced Concrete Contributions
Record Nr. UNINA-9910140506703321
Haussler-Combe Ulrich  
Berlin, Germany : , : Ernst & Sohn, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Computational methods for reinforced concrete structures / / Ulrich Häussler-Combe
Autore Haussler-Combe Ulrich
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2015
Descrizione fisica 1 online resource (356 p.)
Disciplina 624.18340285
Soggetto topico Buildings, Reinforced concrete
Finite element method
Reinforced concrete construction
ISBN 3-433-60363-4
3-433-60361-8
3-433-60362-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Preface; Contents; Notations; 1 Finite Elements Overview; 1.1 Modeling Basics; 1.2 Discretization Outline; 1.3 Elements; 1.4 Material Behavior; 1.5 Weak Equilibrium and Spatial Discretization; 1.6 Numerical Integration and Solution Methods for Algebraic Systems; 1.7 Convergence; 2 Uniaxial Structural Concrete Behavior; 2.1 Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete; 2.2 Long-Term Behavior - Creep and Imposed Strains; 2.3 Reinforcing Steel Stress-Strain Behavior; 2.4 Bond between Concrete and Reinforcing Steel; 2.5 The Smeared Crack Model
2.6 The Reinforced Tension Bar2.7 Tension Stiffening of Reinforced Tension Bar; 3 Structural Beams and Frames; 3.1 Cross-Sectional Behavior; 3.1.1 Kinematics; 3.1.2 Linear Elastic Behavior; 3.1.3 Cracked Reinforced Concrete Behavior; 3.1.3.1 Compressive Zone and Internal Forces; 3.1.3.2 Linear Concrete Compressive Behavior with Reinforcement; 3.1.3.3 Nonlinear Behavior of Concrete and Reinforcement; 3.2 Equilibrium of Beams; 3.3 Finite Element Types for Plane Beams; 3.3.1 Basics; 3.3.2 Finite Elements for the Bernoulli Beam; 3.3.3 Finite Elements for the Timoshenko Beam
3.4 System Building and Solution Methods3.4.1 Elementwise Integration; 3.4.2 Transformation and Assemblage; 3.4.3 Kinematic Boundary Conditions and Solution; 3.5 Further Aspects of Reinforced Concrete; 3.5.1 Creep; 3.5.2 Temperature and Shrinkage; 3.5.3 Tension Stiffening; 3.5.4 Shear Stiffness for Reinforced Cracked Concrete Sections; 3.6 Prestressing; 3.7 Large Deformations and Second-Order Analysis; 3.8 Dynamics of Beams; 4 Strut-and-Tie Models; 4.1 Elastic Plate Solutions; 4.2 Modeling; 4.3 Solution Methods for Trusses; 4.4 Rigid-Plastic Truss Models; 4.5 More Application Aspects
5 Multiaxial Concrete Material Behavior5.1 Basics; 5.1.1 Continua and Scales; 5.1.2 Characteristics of Concrete Behavior; 5.2 Continuum Mechanics; 5.2.1 Displacements and Strains; 5.2.2 Stresses and Material Laws; 5.2.3 Coordinate Transformations and Principal States; 5.3 Isotropy, Linearity, and Orthotropy; 5.3.1 Isotropy and Linear Elasticity; 5.3.2 Orthotropy; 5.3.3 Plane Stress and Strain; 5.4 Nonlinear Material Behavior; 5.4.1 Tangential Stiffness; 5.4.2 Principal Stress Space and Isotropic Strength; 5.4.3 Strength of Concrete
5.4.4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior5.5 Isotropic Plasticity; 5.5.1 A Framework for Multiaxial Elastoplasticity; 5.5.2 Pressure-Dependent Yield Functions; 5.6 Isotropic Damage; 5.7 Multiaxial Crack Modeling; 5.7.1 Basic Concepts of Crack Modeling; 5.7.2 Multiaxial Smeared Crack Model; 5.8 The Microplane Model; 5.9 Localization and Regularization; 5.9.1 Mesh Dependency; 5.9.2 Regularization; 5.9.3 Gradient Damage; 5.10 General Requirements for Material Laws; 6 Plates; 6.1 Lower Bound Limit Analysis; 6.1.1 The General Approach
6.1.2 Reinforced Concrete Contributions
Record Nr. UNINA-9910815546703321
Haussler-Combe Ulrich  
Berlin, Germany : , : Ernst & Sohn, , 2015
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
Concrete Structures Euro-Design Handbook
Concrete Structures Euro-Design Handbook
Autore Eibl, Josef
Pubbl/distr/stampa Berlin : Ernst & Sohn, 1995
Descrizione fisica p.764 : ill. ; cm 21
Soggetto non controllato Cemento Armato Precompresso
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ita
Record Nr. UNINA-990000895690403321
Eibl, Josef  
Berlin : Ernst & Sohn, 1995
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Concrete structures for wind turbines / / Jurgen Grunberg, Joachim Gohlmann
Concrete structures for wind turbines / / Jurgen Grunberg, Joachim Gohlmann
Autore Grunberg Jurgen
Pubbl/distr/stampa Berlin : , : Ernst & Sohn, , 2013
Descrizione fisica 1 online resource (x, 232 pages ) : illustrations (black and white)
Disciplina 620.136
Altri autori (Persone) GohlmannJoachim
Soggetto topico Concrete construction
Wind turbines - Design and construction
ISBN 3-433-60330-8
3-433-60329-4
3-433-60331-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910139009203321
Grunberg Jurgen  
Berlin : , : Ernst & Sohn, , 2013
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Concrete structures for wind turbines / / Jurgen Grunberg, Joachim Gohlmann
Concrete structures for wind turbines / / Jurgen Grunberg, Joachim Gohlmann
Autore Grunberg Jurgen
Pubbl/distr/stampa Berlin : , : Ernst & Sohn, , 2013
Descrizione fisica 1 online resource (x, 232 pages ) : illustrations (black and white)
Disciplina 620.136
Altri autori (Persone) GohlmannJoachim
Soggetto topico Concrete construction
Wind turbines - Design and construction
ISBN 3-433-60330-8
3-433-60329-4
3-433-60331-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNISA-996213873403316
Grunberg Jurgen  
Berlin : , : Ernst & Sohn, , 2013
Materiale a stampa
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