Matches in SemOpenAlex for { <https://semopenalex.org/work/W2289307505> ?p ?o ?g. }
Showing items 1 to 80 of
80
with 100 items per page.
- W2289307505 abstract "1 FINITE ELEMENTS OVERVIEW Modeling Basics Discretization Outline Elements Material Behavior Weak Equilibrium and Spatial Discretization Numerical Integration and Solution Methods for Algebraic Systems Convergence 2 UNIAXIAL STRUCTURAL CONCRETE BEHAVIOR Scales and Short-Term Stress-Strain Behavior of Homogenized Concrete Long-Term Behavior - Creep and Imposed Strains Reinforcing Steel Stress-Strain Behavior Bond between Concrete and Reinforcing Steel The Smeared Crack Model The Reinforced Tension Bar Tension Stiffening of Reinforced Tension Bar 3 STRUCTURAL BEAMS AND FRAMES Cross-Sectional Behavior 1 Kinematics - 2 Linear Elastic Behavior - 3 Cracked Reinforced Concrete Behavior - 4 Compressive Zone and Internal Forces - 5 Linear Concrete Compressive Behavior with Reinforcement - 6 Nonlinear Behavior of Concrete and Reinforcement Equilibrium of Beams Finite Element Types for Plane Beams 1 Basics - 2 Finite Elements for the Bernoulli Beam - 3 Finite Elements for the Timoshenko Beam - 4 System Building and Solution Methods - 5 Elementwise Integration - 6 Transformation and Assemblage - 7 Kinematic Boundary Conditions and Solution Further Aspects of Reinforced Concrete 1 Creep - 2 Temperature and Shrinkage - 3 Tension Stiffening - 4 Shear Stiffness for Reinforced Cracked Concrete Sections Prestressing Large Deformations and Second-Order Analysis Dynamics of Beams 4 STRUT-AND-TIE MODELS Elastic Plate Solutions Modeling Solution Methods for Trusses Rigid-Plastic Truss Models More Application Aspects 5 MULTIAXIAL CONCRETE MATERIAL BEHAVIOR Basics 1 Continua and Scales - 2 Characteristics of Concrete Behavior Continuum Mechanics 1 Displacements and Strains - 2 Stresses and Material Laws - 3 Coordinate Transformations and Principal States Isotropy, Linearity, and Orthotropy 1 Isotropy and Linear Elasticity - 2 Orthotropy - 3 Plane Stress and Strain Nonlinear Material Behavior 1 Tangential Stiffness - 2 Principal Stress Space and Isotropic Strength - 3 Strength of Concrete - 4 Phenomenological Approach for the Biaxial Anisotropic Stress-Strain Behavior Isotropic Plasticity 1 A Framework for Multiaxial Elastoplasticity - 2 Pressure-Dependent Yield Functions Isotropic Damage Multiaxial Crack Modeling 1 Basic Concepts of Crack Modeling - 2 Multiaxial Smeared Crack Model The Microplane Model Localization and Regularization 1 Mesh Dependency - 2 Regularization - 3 Gradient Damage General Requirements for Material Laws 6 PLATES Lower Bound Limit Analysis 1 The General Approach - 2 Reinforced Concrete Contributions - 3 A Design Approach Crack Modeling Linear Stress-Strain Relations with Cracking 2D Modeling of Reinforcement and Bond Embedded Reinforcement 7 SLABS A Placement Cross-Sectional Behavior 1 Kinematic and Kinetic Basics - 2 Linear Elastic Behavior - 3 Reinforced Cracked Sections Equilibrium of Slabs 1 Strong Equilibrium - 2 Weak Equilibrium - 3 Decoupling Structural Slab Elements 1 Area Coordinates - 2 A Triangular Kirchhoff Slab Element System Building and Solution Methods Lower Bound Limit Analysis 1 General Approach and Principal Moments - 2 Design Approach for Bending - 3 Design Approach for Shear Kirchhof Slabs with Nonlinear Material Behavior 8 SHELLS Approximation of Geometry and Displacements Approximation of Deformations Shell Stresses and Material Laws System Building Slabs and Beams as a Special Case Locking Reinforced Concrete Shells 1 The Layer Model - 2 Slabs as Special Case - 3 The Plastic Approach 9 RANDOMNESS AND RELIABILITY Basics of Uncertainty and Randomness Failure Probability Design and Safety Factors 10 APPENDICES A Solution of Nonlinear Algebraic Equation Systems B Crack Width Estimation C Transformations of Coordinate Systems D Regression Analysis E Reliability with Multivariate Random Variables F Programs and Example Data" @default.
- W2289307505 created "2016-06-24" @default.
- W2289307505 creator A5066884982 @default.
- W2289307505 date "2015-01-01" @default.
- W2289307505 modified "2023-09-26" @default.
- W2289307505 title "Computational methods for reinforced concrete structures" @default.
- W2289307505 hasPublicationYear "2015" @default.
- W2289307505 type Work @default.
- W2289307505 sameAs 2289307505 @default.
- W2289307505 citedByCount "3" @default.
- W2289307505 countsByYear W22893075052015 @default.
- W2289307505 countsByYear W22893075052017 @default.
- W2289307505 countsByYear W22893075052018 @default.
- W2289307505 crossrefType "book" @default.
- W2289307505 hasAuthorship W2289307505A5066884982 @default.
- W2289307505 hasConcept C108729823 @default.
- W2289307505 hasConcept C118519418 @default.
- W2289307505 hasConcept C121332964 @default.
- W2289307505 hasConcept C127413603 @default.
- W2289307505 hasConcept C135628077 @default.
- W2289307505 hasConcept C149912024 @default.
- W2289307505 hasConcept C158622935 @default.
- W2289307505 hasConcept C159985019 @default.
- W2289307505 hasConcept C168834538 @default.
- W2289307505 hasConcept C173534245 @default.
- W2289307505 hasConcept C184050105 @default.
- W2289307505 hasConcept C190699663 @default.
- W2289307505 hasConcept C192562407 @default.
- W2289307505 hasConcept C202973686 @default.
- W2289307505 hasConcept C29320194 @default.
- W2289307505 hasConcept C3161131 @default.
- W2289307505 hasConcept C62520636 @default.
- W2289307505 hasConcept C66938386 @default.
- W2289307505 hasConcept C67203356 @default.
- W2289307505 hasConceptScore W2289307505C108729823 @default.
- W2289307505 hasConceptScore W2289307505C118519418 @default.
- W2289307505 hasConceptScore W2289307505C121332964 @default.
- W2289307505 hasConceptScore W2289307505C127413603 @default.
- W2289307505 hasConceptScore W2289307505C135628077 @default.
- W2289307505 hasConceptScore W2289307505C149912024 @default.
- W2289307505 hasConceptScore W2289307505C158622935 @default.
- W2289307505 hasConceptScore W2289307505C159985019 @default.
- W2289307505 hasConceptScore W2289307505C168834538 @default.
- W2289307505 hasConceptScore W2289307505C173534245 @default.
- W2289307505 hasConceptScore W2289307505C184050105 @default.
- W2289307505 hasConceptScore W2289307505C190699663 @default.
- W2289307505 hasConceptScore W2289307505C192562407 @default.
- W2289307505 hasConceptScore W2289307505C202973686 @default.
- W2289307505 hasConceptScore W2289307505C29320194 @default.
- W2289307505 hasConceptScore W2289307505C3161131 @default.
- W2289307505 hasConceptScore W2289307505C62520636 @default.
- W2289307505 hasConceptScore W2289307505C66938386 @default.
- W2289307505 hasConceptScore W2289307505C67203356 @default.
- W2289307505 hasLocation W22893075051 @default.
- W2289307505 hasOpenAccess W2289307505 @default.
- W2289307505 hasPrimaryLocation W22893075051 @default.
- W2289307505 hasRelatedWork W2005487114 @default.
- W2289307505 hasRelatedWork W2011719032 @default.
- W2289307505 hasRelatedWork W2024627077 @default.
- W2289307505 hasRelatedWork W2029983122 @default.
- W2289307505 hasRelatedWork W2074937271 @default.
- W2289307505 hasRelatedWork W2091019634 @default.
- W2289307505 hasRelatedWork W2091607047 @default.
- W2289307505 hasRelatedWork W2108819034 @default.
- W2289307505 hasRelatedWork W2166596650 @default.
- W2289307505 hasRelatedWork W2211033787 @default.
- W2289307505 hasRelatedWork W2321908233 @default.
- W2289307505 hasRelatedWork W2340602972 @default.
- W2289307505 hasRelatedWork W2397830721 @default.
- W2289307505 hasRelatedWork W2559139194 @default.
- W2289307505 hasRelatedWork W2765878701 @default.
- W2289307505 hasRelatedWork W2889230284 @default.
- W2289307505 hasRelatedWork W2922392022 @default.
- W2289307505 hasRelatedWork W3015281546 @default.
- W2289307505 hasRelatedWork W434200398 @default.
- W2289307505 hasRelatedWork W2500709661 @default.
- W2289307505 isParatext "false" @default.
- W2289307505 isRetracted "false" @default.
- W2289307505 magId "2289307505" @default.
- W2289307505 workType "book" @default.