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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 | ||
| ||
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 | ||
| ||
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 | ||
| ||
Computational Structural Concrete : Theory and Applications
| Computational Structural Concrete : Theory and Applications |
| Autore | Haussler-Combe Ulrich |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Newark : , : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, , 2022 |
| Descrizione fisica | 1 online resource (444 pages) |
| Soggetto genere / forma | Electronic books. |
| 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-9910595592203321 |
|
Haussler-Combe Ulrich
|
||
| Newark : , : Wilhelm Ernst & Sohn Verlag fur Architektur und Technische, , 2022 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||