Computational methods for reinforced concrete structures / Ulrich Häussler-Combe
- Author
- Häussler-Combe, Ulrich
- Published
- Berlin, Germany : Ernst & Sohn, 2015.
- Copyright Date
- ©2015
- Physical Description
- 1 online resource (356 pages) : illustrations
Access Online
- John Wiley: ezaccess.libraries.psu.edu
- Contents
- Machine generated contents note: 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 -- 2.1.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 Bar -- 2.7.Tension Stiffening of Reinforced Tension Bar -- 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 Methods -- 3.4.1.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 -- 4.1.Elastic Plate Solutions -- 4.2.Modeling -- 4.3.Solution Methods for Trusses -- 4.4.Rigid-Plastic Truss Models -- 4.5.More Application Aspects -- 5.1.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 Behavior -- 5.5.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 -- 6.1.Lower Bound Limit Analysis -- 6.1.1.The General Approach -- 6.1.2.Reinforced Concrete Contributions -- 6.1.3.A Design Approach -- 6.2.Crack Modeling -- 6.3.Linear Stress-Strain Relations with Cracking -- 6.4.2D Modeling of Reinforcement and Bond -- 6.5.Embedded Reinforcement -- 7.1.A Placement -- 7.2.Cross-Sectional Behavior -- 7.2.1.Kinematic and Kinetic Basics -- 7.2.2.Linear Elastic Behavior -- 7.2.3.Reinforced Cracked Sections -- 7.3.Equilibrium of Slabs -- 7.3.1.Strong Equilibrium -- 7.3.2.Weak Equilibrium -- 7.3.3.Decoupling -- 7.4.Structural Slab Elements -- 7.4.1.Area Coordinates -- 7.4.2.A Triangular Kirchhoff Slab Element -- 7.5.System Building and Solution Methods -- 7.6.Lower Bound Limit Analysis -- 7.6.1.General Approach and Principal Moments -- 7.6.2.Design Approach for Bending -- 7.6.3.Design Approach for Shear -- 7.7.Kirchhoff Slabs with Nonlinear Material Behavior -- 8.1.Approximation of Geometry and Displacements -- 8.2.Approximation of Deformations -- 8.3.Shell Stresses and Material Laws -- 8.4.System Building -- 8.5.Slabs and Beams as a Special Case -- 8.6.Locking -- 8.7.Reinforced Concrete Shells -- 8.7.1.The Layer Model -- 8.7.2.Slabs as Special Case -- 8.7.3.The Plastic Approach -- 9.1.Basics of Uncertainty and Randomness -- 9.2.Failure Probability -- 9.3.Design and Safety Factors.
- Subject(s)
- ISBN
- 9783433603628 electronic bk.
3433603626 electronic bk.
9783433603611 electronic bk.
3433603618 electronic bk.
9783433603635 (e-pub)
9783433603642 (e-mob)
9783433030547 - Note
- AVAILABLE ONLINE TO AUTHORIZED PSU USERS.
- Bibliography Note
- Includes bibliographical references and index.
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