Computational structural concrete : theory and applications /: theory and applications. (2022)

• Record Type: Book
• Further Information: Note: Ulrich Haussler-Combe.
• Authors: Häussler-Combe, Ulrich
• Contents: Preface; Notations; List of Examples; 1 INTRODUCTION; 2 FINITE ELEMENTS OVERVIEW; 2.1 Modeling Basics; 2.2 Discretization Outline; 2.3 Elements; 2.4 Material Behavior; 2.5 Weak Equilibrium; 2.6 Spatial Discretization; 2.7 Numerical Integration; 2.8 Equation Solution Methods; 2.9 Discretization Errors; 3 UNIAXIAL STRUCTURAL CONCRETE BEHAVIOR; 3.1 Uniaxial Stress-Strain Behavior of Concrete; 3.2 Long-Term Behavior -; Creep and Imposed Strains; 3.3 Reinforcing Steel Stress-Strain Behavior; 3.4 Bond between Concrete and Reinforcement; 3.5 The Smeared Crack Model; 3.6 The Reinforced Tension Bar; 3.7 Tension Stiffening of Reinforced Bar; 4 STRUCTURAL BEAMS AND FRAMES; 4.1 Cross-Sectional Behavior; 4.2 Equilibrium of Beams; 4.3 Finite Element Types for Plane Beams; 4.4 System Building and Solution; 4.5 Creep of Concrete; 4.6 Temperature and Shrinkage; 4.7 Tension Stiffening; 4.8 Prestressing; 4.9 Large Displacements -; 2nd-Order Analysis; 4.10 Dynamics; 5 STRUT-AND-TIE MODELS; 5.1 Elastic Plate Solutions; 5.2 Strut-and-Tie Modeling; 5.3 Solution Methods for Trusses; 5.4 Rigid-Plastic Truss Models; 5.5 Application Aspects; 6 MULTIAXIAL CONCRETE MATERIAL BEHAVIOR; 6.1 Basics; 6.1.1 Continua and Scales; 6.1.2 Characteristics of Concrete Behavior; 6.2 Continuum Mechanics; 6.3 Isotropy, Linearity, and Orthotropy; 6.4 Nonlinear Material Behavior; 6.5 Elastoplasticity; 6.6 Damage; 6.7 Damaged Elastoplasticity; 6.8 The Microplane Model; 6.9 General Requirements for Material Laws; 7 CRACK MODELING AND REGULARIZATION; 7.1 Basic Concepts of Crack Modeling; 7.2 Mesh Dependency; 7.3 Regularization; 7.4 Multiaxial Smeared Crack Model; 7.5 Gradient Methods; 7.6 Discrete Crack Modeling Overview; 7.7 A Strong Discontinuity Approach; 8 PLATES; 8.1 Lower Bound Limit Analysis; 8.2 Cracked Concrete Modeling; 8.3 Reinforcement and Bond; 8.4 Integrated Reinforcement; 8.5 Embedded Reinforcement with Flexible Bond; 9 SLABS; 9.1 Classification; 9.2 Cross-Sectional Behavior; 9.3 Equilibrium of Slabs; 9.4 Reinforced Concrete Cross Sections; 9.5 Slab Elements; 9.6 System Building and Solution Methods; 9.7 Lower Bound Limit State Analysis; 9.8 Nonlinear Kirchhoff Slabs; 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; 11 RANDOMNESS AND RELIABILITY; 11.1 Uncertainty and Randomness; 11.2 Failure Probability; 11.3 Design and Safety Factors; 12 CONCLUDING REMARKS; 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; B MATERIAL STABILITY; C CRACK WIDTH ESTIMATION; D TRANSFORMATIONS OF COORDINATE SYSTEMS; E REGRESSION ANALYSIS; INDEX; LIST OF EXAMPLES; 3.1 Tension bar with localization; 3.2 Tension bar with creep and imposed strains; 3.3 Simple uniaxial smeared crack model; 3.4 Reinforced concrete tension bar; 4.1 Moment-curvature relations for given normal forces; 4.2 Simple reinforced concrete (RC) beam; 4.3 Creep deformations on RC beam; 4.4 Effect of temperature actions on a RC beam; 4.5 Effect of tension stiffening on a RC beam with external and temperature loading; 4.6 Prestressed RC beam; 4.7 Stability limit of cantilever column; 4.8 Ultimate limit for RC cantilever column; 4.9 Beam under impact load; 5.1 Continuous interpolation of stress fields with the quad element; 5.2 Deep beam with strut-and-tie model; 5.3 Corbel with an elastoplastic strut-and-tie model; 6.1 Mises elastoplasticity for uniaxial behavior; 6.2 Uniaxial stress-strain relations with Hsieh-Ting-Chen damage; 6.3 Stability of Hsieh-Ting-Chen uniaxial damage; 6.4 Microplane uniaxial stress-strain relations with de Vree damage; 7.1 Plain concrete plate with notch; 7.2 Plain concrete plate with notch and crack band regularization; 7.3 2D smeared crack model with elasticity; 7.4 Gradient damage formulation for the uniaxial two-node bar; 7.5 Phase field formulation for the uniaxial tension bar; 7.6 Plain concrete plate with notch and SDA crack modeling; 8.1 Reinforcement design for a deep beam with a limit state analysis; 8.2 Simulation of cracked reinforced deep beam; 8.3 Simulation of a single fiber connecting a dissected continuum; 8.4 Reinforced concrete plate regarding flexible bond; 9.1 Linear elastic rectangular slab with opening and free edges; 9.2 Reinforcement design for a slab with opening and free edges with a limit state analysis; 9.3 Computation of shear forces and shear design; 9.4 Elastoplastic slab with opening and free edges; 9.5 Simple RC slab under concentrated loading; 9.6 Simple RC slab with yield line method and distributed loading; 9.7 Simple RC slab with yield line method and concentrated loading; 10.1 Convergence study for linear simple slab; 10.2 Simple RC slab with interaction of normal forces and bending; 11.1 Analytical failure probability of cantilever column; 11.2 Approximate failure probability of cantilever column with a Monte Carlo integration; 11.3 Simple partial safety factor derivation
• Edition: Second edition
• Publisher Details: Berlin : Ernst & Sohn
• Publication Date: 2022
• Extent: 1 online resource
• Subjects: 620.136; Concrete -- Environmental aspects; Reinforced concrete; Finite element method
• Languages: English
• ISBNs: 9783433610244
• Related ISBNs: 9783433300015
• Notes: Note: Description based on CIP data; resource not viewed.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
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