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  • 1
    Online Resource
    Online Resource
    Vienna :Springer Wien,
    Keywords: Contact mechanics. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (255 pages)
    Edition: 1st ed.
    ISBN: 9783709124963
    Series Statement: CISM International Centre for Mechanical Sciences Series ; v.384
    DDC: 620.105
    Language: English
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  • 2
    Online Resource
    Online Resource
    Berlin, Heidelberg :Springer Berlin / Heidelberg,
    Keywords: Micromechanics--Mathematical models. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (199 pages)
    Edition: 1st ed.
    ISBN: 9783540323600
    Series Statement: Lecture Notes in Applied and Computational Mechanics Series
    DDC: 530.40285
    Language: English
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  • 3
    Online Resource
    Online Resource
    Cham :Springer International Publishing AG,
    Keywords: Discretization (Mathematics). ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (561 pages)
    Edition: 1st ed.
    ISBN: 9783030926724
    Series Statement: Lecture Notes in Applied and Computational Mechanics Series ; v.98
    DDC: 531.2
    Language: English
    Note: Intro -- Preface -- Contents -- Hybrid Discretizations in Solid Mechanics for Non-linear and Non-smooth Problems -- 1 Introduction -- 2 Continuous, Discontinuous and Hybrid Discretizations -- 2.1 A Weakly Conforming Method -- 2.2 Incomplete Interior Penalty Galerkin Method -- 2.3 Hybrid Discontinuous Galerkin Method -- 2.4 Symmetric Hybrid Discontinuous Galerkin Method -- 2.5 Cohesive Discontinuous Galerkin Method -- 3 Numerical Evaluation of the Numerical Schemes -- 3.1 An Illustrating Smooth Example in 2D -- 3.2 A Corner Singularity in 3D -- 3.3 Cook's Membrane: A Benchmark Problem -- 3.4 Elasto-Plastic Deformation of an Annulus -- 3.5 Material Discontinuities at Interfaces: A Ring with Different Materials -- 3.6 A Fiber Composite with Nearly Incompressible Inclusions -- 3.7 A Benchmark Configuration for Thin Structures -- 3.8 An Inelastic Model Combining Plasticity and Damage -- 3.9 A Hybrid Approximation of a Contact Problem -- 4 Conclusion -- References -- Novel Finite Elements - Mixed, Hybrid and Virtual Element Formulations at Finite Strains for 3D Applications -- 1 Introduction and State of the Art -- 2 Brief Continuum-Mechanical Background -- 3 Mixed FE Technology for Large Deformations -- 3.1 Consistent Stabilization for Displacement-Pressure Elements -- 3.2 Hellinger-Reissner Principle for Large Deformations -- 4 Virtual Element Technology for Large Deformations -- 4.1 Displacement VEM Space and Projector Operators -- 4.2 Construction of Displacement Based and Two-Field Mixed VEM Approximation -- 4.3 Numerical Example -- 5 Conclusion and Outlook -- References -- Robust and Efficient Finite Element Discretizations for Higher-Order Gradient Formulations -- 1 Introduction -- 1.1 Definitions -- 2 Formulation for Finite Strain Gradient Elasticity -- 2.1 Gradient Elasticity Fundamentals -- 2.2 Rot-Free Finite Element Formulation. , 2.3 Finite Element Discretization -- 2.4 Numerical Examples -- 3 Gradient Enhanced Damage at Finite Strains -- 3.1 Continuum Damage Mechanics with Gradient Enhancement -- 3.2 Finite Elements for Gradient Damage -- 3.3 Numerical Examples -- 4 Conclusion -- References -- Stress Equilibration for Hyperelastic Models -- 1 Introduction -- 2 Hyperelasticity and Stress Equilibration -- 3 Localized Stress Equilibration -- 4 Error Estimation -- 5 Computational Experiments -- References -- Adaptive Least-Squares, Discontinuous Petrov-Galerkin, and Hybrid High-Order Methods -- 1 Introduction -- 1.1 Motivation -- 1.2 Three Nonstandard Discretizations -- 1.3 Adaptive Mesh-Refinement -- 1.4 Outline of the Presentation -- 2 Notation -- 3 Least-Squares Finite Element Methods in Computational Mechanics -- 3.1 Least-Squares Finite Element Methods -- 3.2 Natural Adaptive Mesh-Refinement -- 3.3 Alternative A posteriori Error Control -- 3.4 Axioms of Adaptivity -- 4 Least-Squares Finite Element Methods in Nonlinear Computational Mechanics -- 4.1 Convex Energy Minimization -- 4.2 Least-Squares Formulation -- 4.3 Numerical Experiments -- 4.4 Comments -- 5 Discontinuous Petrov-Galerkin -- 5.1 Optimal Test Functions -- 5.2 Breaking Spaces and Forms -- 5.3 Adaptive Mesh-Refinement -- 5.4 Axioms of Adaptivity -- 6 Discontinuous Petrov-Galerkin in Nonlinear Computational Mechanics -- 6.1 Nonlinear Discontinuous Petrov-Galerkin -- 6.2 Alternative Formulations -- 6.3 Existence and Uniqueness of Discrete Solutions -- 6.4 Numerical Experiments -- 7 Hybrid High-Order Method -- 7.1 Discrete Ansatz Space -- 7.2 Reconstruction Operators and Stabilization -- 7.3 HHO in Computational Mechanics -- 7.4 Reliable and Efficient Error Control -- 7.5 Numerical Experiment on L-Shaped Domain with Corner Singularity -- 8 HHO in Nonlinear Computational Mechanics. , 8.1 A Class of Degenerate Convex Minimization Problems -- 8.2 The Unstabilized HHO Method -- 8.3 A priori Analysis -- 8.4 A posteriori Analysis -- 8.5 A Topology Optimization Problem: Optimal Design -- References -- Least-Squares Finite Element Formulation for Finite Strain Elasto-Plasticity -- 1 Introduction -- 2 Elasto-Plasticity for the Framework of Finite Strains -- 3 Least-Squares Finite Element Formulation for Finite Strain Elasto-Plasticity -- 4 The Least-Squares Functional as an Error Estimator -- 5 Numerical Analysis -- 6 Conclusion -- References -- Hybrid Mixed Finite Element Formulations Based on a Least-Squares Approach -- 1 Introduction -- 2 Continuous Least-Squares Finite Element Formulation -- 3 Hybrid Mixed Finite Element Based on a Least-Squares Approach -- 3.1 Weak Form and Linearization of the Hybrid Mixed Formulation -- 3.2 Discretization and Implementation Aspects -- 4 Numerical Analysis for Hybrid Mixed Formulations -- 4.1 Cook's Membrane Problem -- 4.2 Quartered Plate Example -- 5 Conclusion -- References -- Adaptive and Pressure-Robust Discretization of Incompressible Pressure-Driven Phase-Field Fracture -- 1 Introduction -- 2 Notation and Equations -- 2.1 Pressurized Phase-Field Fracture in a Displacement Formulation -- 2.2 Pressurized Phase-Field Fracture in a Mixed Formulation -- 3 Discrete Formulation -- 4 Residual-Type a Posteriori Error Estimator -- 5 Numerical Tests -- 5.1 Sneddon-Inspired Test Cases (Example 1) -- 5.2 Incompressible Material Surrounded with a Compressible Layer (Example 2) -- 5.3 Nonhomogeneous Pressure Test Case with a Compressible Layer (Example 3) -- 6 Conclusions -- References -- A Phase-Field Approach to Pneumatic Fracture -- 1 Introduction -- 2 Phase-Field Model -- 2.1 Linear Elasticity -- 2.2 Finite Elasticity -- 2.3 Discretization -- 3 Multilevel Solution Strategies. , 4 Discussions and Extensions of the Phase-Field Model -- 4.1 Influencing Parameters -- 4.2 Externally Driven Fracture -- 5 Numerical Examples -- 5.1 Conchoidal Fracture -- 5.2 Pressure Driven Crack Growth -- 6 Summary -- References -- Adaptive Isogeometric Phase-Field Modeling of Weak and Strong Discontinuities -- 1 Introduction -- 2 Local Mesh Refinement -- 2.1 Truncated Hierarchical B-Splines -- 2.2 T-Splines -- 2.3 Unstructured T-Splines -- 3 Spline-Based Analysis -- 3.1 Spectral Superiority of Splines -- 3.2 Adapted Heterogeneous Spline Spaces -- 4 Adaptive Isogeometric Analysis -- 4.1 THB-Splines or T-Splines - A Computational Comparison -- 4.2 Mesh Adaptivity for Incremental Solution Schemes -- 5 Weak and Strong Discontinuities in Solid Mechanics -- 5.1 Embedded Material Interfaces in Linear Elasticity -- 5.2 Brittle and Ductile Fracture in Homogeneous and Heterogeneous Materials -- 6 Conclusion -- References -- Phase Field Modeling of Brittle and Ductile Fracture -- 1 Phase Field Model of Brittle Fracture -- 2 Exponential Shape Functions -- 2.1 Quadratic Shape Functions -- 2.2 Exponential Shape Functions -- 2.3 3d Exponential Shape Functions -- 2.4 Numerical Test -- 2.5 Adaptive Numerical Integration -- 2.6 Blending Elements -- 2.7 Adaptive Orientation 2d -- 3 Phase Field Model for Ductile Fracture -- 3.1 Phase Field Modeling of Ductile Fracture -- 3.2 Analysis of a 1D-Bar Problem -- 3.3 Plane Strain Simulations -- 3.4 3D Simulations -- 4 Concluding Remarks -- References -- Adaptive Quadrature and Remeshing Strategies for the Finite Cell Method at Large Deformations -- 1 Introduction -- 2 The Finite Cell Method -- 3 Adaptive Quadrature Based on the Moment Fitting -- 3.1 Moment Fitting -- 3.2 Adaptive Moment Fitting -- 3.3 Numerical Examples -- 4 A Remeshing Strategy for the Finite Cell Method -- 4.1 Kinematics -- 4.2 Remeshing Procedure. , 4.3 Numerical Examples -- 5 Conclusion -- References -- The Finite Cell Method for Simulation of Additive Manufacturing -- 1 Introduction -- 2 The Finite Cell Method -- 3 The Finite Cell Method Combined with Locally-Refined p-FEM -- 4 The Finite Cell Method Combined with Locally-Refined IGA -- 5 Simulation of Additive Manufacturing -- 5.1 The Thermal Model -- 5.2 Experimental Validation -- 5.3 The Finite Cell Method in SLM Process Simulations -- 5.4 Thermo-Mechanical Part-Scale Simulation -- 6 Credits and Permissions -- References -- Error Control and Adaptivity for the Finite Cell Method -- 1 Introduction -- 2 The Finite Cell Method for the Poisson Problem -- 3 Basis Functions for Finite Cell Meshes with Hanging Nodes -- 4 Residual-Based Error Estimation for the Finite Cell Method -- 4.1 Reliability -- 4.2 Numerical Example -- 5 Dual Weighted Residual Error Estimation for the Finite Cell Method -- 5.1 Error Identity -- 5.2 Refinement Strategy -- 5.3 Numerical Example -- 6 Conclusion and Outlook -- References -- Frontiers in Mortar Methods for Isogeometric Analysis -- 1 Introduction -- 2 Coupled Simulations with Mortar Methods in HPC -- 3 Basic Equations and Isogeometric Analysis -- 4 Mortar Techniques for Isogeometric Analysis -- 4.1 Biorthogonal Splines for Isogeometric Analysis -- 4.2 Multi-patch Analysis for Kirchhoff-Love Shells -- 4.3 Weak Cn Coupling for Solids -- 4.4 Crosspoint Modification -- 4.5 Hybrid Approaches for Higher-Order Continuity Constraints -- 5 Mortar Contact Formulations for Isogeometric Analysis -- 5.1 Biorthogonal Basis Functions Applied to Contact Mechanics -- 5.2 Thermomechanical Contact Problems -- 6 Multi-dimensional Coupling -- 7 Conclusions -- References -- Collocation Methods and Beyond in Non-linear Mechanics -- 1 Introduction -- 1.1 Collocation and Isogeometric Analysis. , 1.2 Beyond Collocation in Uncertainty Quantification.
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  • 4
    Online Resource
    Online Resource
    Cham :Springer International Publishing AG,
    Keywords: Multiscale modeling. ; Electronic books.
    Type of Medium: Online Resource
    Pages: 1 online resource (374 pages)
    Edition: 1st ed.
    ISBN: 9783319654638
    Series Statement: Lecture Notes in Applied and Computational Mechanics Series ; v.86
    DDC: 539.72015157
    Language: English
    Note: Intro -- Preface -- Contents -- Composites -- Evolution of Failure Mechanisms in Composite Shell Structures Using Different Models -- 1 Introduction -- 2 Two-Scale Shell Model -- 2.1 Theoretical Background -- 2.2 Finite Element Formulation -- 3 Failure Models of Hashin, Puck and Cuntze -- 3.1 The Modified Hashin-Model -- 3.2 The Puck-Model -- 3.3 The Cuntze-Model -- 4 Example-Four Point Bending Test -- 4.1 Problem Description -- 4.2 Hashin-Model -- 4.3 Puck-Model -- 4.4 Cuntze-Model -- 5 Conclusions -- References -- Micro-Macro Modelling of Metallic Composites -- 1 Introduction -- 2 Unidirectional Composite (Micro-scale) -- 2.1 Geometry Generation -- 2.2 Fiber and Matrix Material -- 2.3 Determination of Unidirectional Composite Yield Surface -- 3 Macro-model -- 3.1 Constitutive Model of Unidirectional Composite -- 3.2 Parameter Identification and Validation -- 4 Conclusion -- References -- Comparison of Mechanical Tests for the Identification of Composite Defects Using Full-Field Measurements and the Modified Constitutive Relation Error -- 1 Introduction -- 2 MCRE Method and Formulation -- 2.1 The MCRE Functional -- 2.2 The MCRE Formulation for Linearized Buckling -- 3 Comparison of the Identification Results for Different Loading Conditions -- 3.1 The Simulated Specimen -- 3.2 Pseudo-experimental Tests: Simulated Responses of the Specimen -- 3.3 Identification Results: The Case of a Small Geometric Defect -- 3.4 Identification Results: The Case of a Big Geometric Defect -- 3.5 Conclusions on the Comparison -- 4 Real Tests: Identification Employing Buckling Experimental Results -- 4.1 Identification Results for a Defective Specimen (Specimen 4) -- 4.2 Identification Results for a Nominally Perfect Specimen (Specimen 2) -- 5 Conclusions -- References -- Snap-Through of Bistable Configurations Generated from Variable Stiffness Composites. , 1 Introduction -- 2 Variable Stiffness Model -- 3 Semi-analytical Approach -- 3.1 Governing Equations -- 3.2 Snap-Through Force -- 4 Finite Element Analysis -- 4.1 Cool-Down Process -- 4.2 Snap-Through Process -- 5 Results and Discussion -- 6 Calculation of Snap-Through Forces -- 7 Conclusion -- References -- Invariant-Based Finite Strain Anisotropic Material Model for Fiber-Reinforced Composites -- 1 Introduction -- 2 Continuous Formulation -- 2.1 Basic Kinematics -- 2.2 Balance Laws -- 3 Constitutive Model: Invariant-Based Formulation -- 3.1 Fundamental Aspects -- 3.2 Transversely Isotropic Yield Function -- 3.3 Plastic Potential Function -- 3.4 Evolution Equations of the Internal Variables -- 3.5 Parameter Identification -- 4 Numerical Treatment -- 4.1 Numerical Time Integration: General Return Mapping Algorithm -- 4.2 Algorithmic-Consistent Tangent Moduli -- 5 Applications -- 5.1 Model Verification and Validation -- 5.2 Structural Application: Three-Point Bending Test -- 6 Concluding Remarks -- References -- Computational Solution Approaches -- Unified Approach to Sensitivity Analysis Based Automation of Multi-scale Modelling -- 1 Multi-scale Methods -- 2 Automation of Multi-scale Methods -- 2.1 Automation of Boundary Condition Sensitivity Analysis -- 2.2 Automation of FE2 -- 2.3 Automation of MIEL -- 3 Unified Approach -- 4 Two-Level Path-Following Procedure -- 5 Numerical Example -- 6 Conclusions -- References -- Efficient Multiscale FE-FFT-Based Modeling and Simulation of Macroscopic Deformation Processes with Non-linear Heterogeneous Microstructures -- 1 Introduction -- 2 Material Model Formulation -- 2.1 Macroscopic Relations and Scale-Bridging -- 2.2 Local Problem -- 3 Crystal Plasticity Constitutive Law -- 4 Algorithmic Formulation -- 4.1 Fast Fourier Transforms -- 5 Solution Procedure -- 6 Numerical Examples -- 6.1 Three Point Bending. , 7 Discussion -- References -- Experimental-Numerical Validation Framework for Micromechanical Simulations -- 1 Introduction -- 2 Experimental and Numerical Framework -- 2.1 Experiments -- 2.2 Digital Volume Correlation -- 2.3 Simulations -- 3 Results -- 3.1 Error Estimators -- 3.2 Damage Analysis -- 4 Discussion -- References -- Stochastic Upscaling via Linear Bayesian Updating -- 1 Introduction -- 2 Stochastic Upscaling -- 2.1 Bayesian Inverse Problems -- 3 The Coarse-Scale Model -- 4 The Fine-Scale Model -- 5 Numerical Results -- 5.1 The Homogeneous Case -- 5.2 The Heterogeneous Case -- 6 Conclusion -- References -- A Model Reduction Technique in Space and Time for Fatigue Simulation -- 1 Introduction -- 1.1 Different Modelling Approaches for Fatigue Analysis -- 1.2 Model Reduction Technique for Fatigue Computation -- 1.3 Efficient Time Schemes for Fatigue Computations -- 2 Continuum Damage Mechanics Approach -- 3 LATIN-Based Model Order Reduction Approach for Damage Computation -- 3.1 Local Stage -- 3.2 Global Stage Including Model Order Reduction -- 3.3 Numerical Example of a Plate Under Cyclic Loading -- 4 A Two-Time Scale Approach -- 4.1 Initialisation -- 4.2 Local Stage -- 4.3 Global Stage -- 4.4 A Numerical Example of a Bar Under Fatigue Loading to Build Virtual εa-N Curves -- 5 Conclusion -- References -- Finite and Virtual Element Formulations for Large Strain Anisotropic Material with Inextensive Fibers -- 1 Introduction -- 2 Anisotropic Material with Inextensive Fibers at Large Strain -- 2.1 Continuum Mechanics -- 2.2 Kinematical Anisotropic Constraint -- 2.3 Lagrange Multiplier Formulation -- 2.4 Perturbed Lagrangian and Penalty Formulation -- 3 Mixed Element Formulation -- 4 Formulation of the Virtual Element Projection -- 4.1 Ansatz Functions for VEM -- 4.2 Construction of the Virtual Element -- 5 Examples. , 5.1 Cook's Membrane Problem -- 5.2 Shear Deformation of a Beam -- 5.3 Bias Extension Test -- 6 Conclusions -- References -- Gradient Enhanced Modeling -- A Micromorphic Damage-Plasticity Model to Counteract Mesh Dependence in Finite Element Simulations Involving Material Softening -- 1 Introduction -- 2 Constitutive Theory -- 2.1 Micromorphic Extension, Strong and Weak Form of the Problem -- 2.2 Kinematic Assumptions and Thermodynamic Considerations -- 2.3 State Potential in Terms of the Helmholtz Free Energy -- 2.4 State Relations and Thermodynamic Conjugate Forces -- 2.5 Modeling of Plasticity -- 2.6 Modeling of Damage -- 3 Numerical and Algorithmic Aspects -- 3.1 Discretization of the Evolution Equations and Remarks on the Incremental Problem -- 3.2 Enforcing Stress Constraints for 3D Gradient-Extended Material Models in Finite Elements -- 4 Numerical Example -- 5 Conclusions -- References -- Modeling of Material Deformation Responses Using Gradient Elasticity Theory -- 1 Introduction -- 2 Formulation of C1 Continuity Triangular Finite Element -- 3 Computational Homogenization and Micro-Macro Scale Transition -- 3.1 Numerical Implementation of Multiscale Algorithm -- 4 Damage Algorithm Based on Strain Gradient Theory -- 5 Numerical Examples -- 5.1 Multiscale Analysis of Plate Tension with Pre-existing Crack -- 5.2 Damage Analysis of Plate Tension with Pre-existing Crack -- 6 Conclusions -- References -- 3D Dynamic Crack Propagation by the Extended Finite Element Method and a Gradient-Enhanced Damage Model -- 1 Introduction -- 2 Governing Equations -- 3 Gradient-Enhanced Damage Model -- 4 Extended Finite Element Method (XFEM) -- 4.1 The Level Set Method for Crack Front Tracking -- 4.2 XFEM Approximation -- 4.3 Explicit Time Integration and Mass Lumping for XFEM -- 5 Solution Procedure. , 6 Crack Propagation Criterion and Direction Based on Gradient-Enhanced Damage -- 6.1 Using Damage as the Crack Propagation Criterion -- 6.2 Crack Propagation Increment Based on the Damage Field -- 6.3 Finding the Propagation Direction from the Damage Field -- 7 Numerical Example -- 7.1 Specimen Geometry, Boundary Conditions and Material Properties -- 7.2 Kalthoff's Test Simulation Results -- 8 Conclusion -- References -- Multiphysics -- A 3D Magnetostrictive Preisach Model for the Simulation of Magneto-Electric Composites on Multiple Scales -- 1 Introduction -- 2 A Two-Scale Homogenization Scheme -- 2.1 Boundary Value Problem and Scale Transition -- 2.2 Discretizations of the Boundary Value Problems -- 2.3 Consistent Linearization of Macroscopic Field Equations -- 3 Material Modeling -- 3.1 Linear Piezomagnetic Model -- 3.2 Ferroelectric Preisach Model -- 4 Numerical Examples -- 4.1 Preisach Model Applied on One Orientation -- 4.2 Preisach Model Applied on an ODF -- 4.3 Simulation of Two-Phase Magneto-Electric Composites -- 4.4 Conclusion -- References -- A Multiscale Framework for Thermoplasticity -- 1 Introduction -- 2 Macroscale Continuum Mechanics Framework -- 2.1 Deformation and Temperature Gradients at the Macro- and Microscale -- 2.2 Balance Equations at the Macroscale -- 3 Enforcement of Thermodynamical Consistency -- 3.1 Energy and Entropy in Micro-Macro Transition -- 3.2 Internal Dissipation and the Microscale Mechanical Step -- 3.3 Dissipation due to Heat Conduction and the Microscale Thermal Step -- 4 Numerical Aspects -- 5 Example -- 6 Conclusions -- References -- A Method of Numerical Viscosity Measurement for Solid-Liquid Mixture -- 1 Introduction -- 2 Multiscale Modeling of Solid-Liquid Mixture -- 2.1 Separation of Spatial and Temporal Scales -- 2.2 Microscopic Problem -- 2.3 Macroscopic Problem -- 3 Numerical Viscosity Measurement. , 3.1 Viscosity Measurement with Hagen-Poiseuille Equation.
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  • 5
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 38 (1995), S. 3007-3037 
    ISSN: 0029-5981
    Keywords: quadrilateral ; incompatible modes ; underintegration ; stabilization matrix ; Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A formulation for the plane 4-node quadrilateral finite element is developed based on the principle of virtual displacements for a deformable body. Incompatible modes are added to the standard displacement field. Then expressions for gradient operators are obtained from an expansion of the basis functions into a second-order Taylor series in the physical co-ordinates. The internal degrees of freedom of the incompatible modes are eliminated on the element level. A modified change of variables is used to integrate the element matrices.For a linear elastic material, the element stiffness matrix can be separated into two parts. These are equivalent to a stiffness matrix obtained from underintegration and a stabilization matrix.The formulation includes the cases of plane stress and plane strain as well as the analysis of incompressible materials. Further, the approach is suitable for non-linear analysis. There, an application is given for the calculation of inelastic problems in physically non-linear elasticity.The element is efficient to implement and it is frame invariant. Locking effects and zero-energy modes are avoided as well as singularities of the stiffness matrix due to geometric distortion. A high accuracy is obtained for numerical solutions in displacements and stresses.
    Additional Material: 9 Ill.
    Type of Medium: Electronic Resource
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  • 6
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 40 (1997), S. 407-421 
    ISSN: 0029-5981
    Keywords: finite element method ; enhanced strain method ; symbolic integration ; Engineering ; Numerical Methods and Modeling
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A class of enhanced strain four-node elements with Taylor expansion of the shape function derivatives is presented. A new concept of enhancement using besides the ‘standard’ enhanced strain fields also two other enhanced fields is developed on the basis of the Hu-Washizu principle. For first-order Taylor expansion enhanced modes become uncoupled, thus only a negligible amount of computing effort for the static condensation of enhanced modes is needed. Furthermore, the formulation permits a symbolic integration, which leads to a closed-form solution for the element tangent matrix. Several numerical examples show that the element is stable, invariant, passes the patch test and yields good results especially in the highly distorted regime. © 1997 by John Wiley & Sons, Ltd.
    Additional Material: 11 Ill.
    Type of Medium: Electronic Resource
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  • 7
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 38 (1995), S. 3039-3053 
    ISSN: 0029-5981
    Keywords: incompressibility ; quadrilateral element ; underintegration ; locking-effect ; Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The standard plane 4-node element is written as the summation of a constant gradient matrix, usually obtained from underintegration, and a stabilization matrix. The split is based on a Taylor series expansion of element basis functions. In the incompressible limit, the ‘locking’-effect of the quadrilateral is traced back to the stabilization matrix which reflects the incomplete higher-order term in the Taylor series.The incompressibility condition is formulated in a weak sense so that the element displacement field is divergence-free when integrated over the element volume. The resulting algebraic constraint is shown to coincide with a particular eigenvector of the constant gradient matrix which is obtained from the first-order terms of the Taylor series. The corresponding eigenvalue enforces incompressibility implicitly by means of a penalty-constraint. Analytical expressions for that constant-dilatation eigenpair are derived for arbitrary element geometries. It is shown how the incompressible constraint carries over to the element stiffness matrix if the element stabilization is performed in a particular manner.For several classical and recent elements, the eigensystems are analysed numerically. It is shown that most of the formulations reflect the incompressible constraint identically. In the incompressible limit, the numerical accuracies of the elements are compared.
    Additional Material: 4 Ill.
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  • 8
    Electronic Resource
    Electronic Resource
    New York, NY [u.a.] : Wiley-Blackwell
    Communications in Applied Numerical Methods 3 (1987), S. 581-585 
    ISSN: 0748-8025
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: This paper looks at the numerical characteristics of penalty methods for evaluating the solution of symmetric systems of equations with imposed constraints. The sources of error resulting from this approach are identified and an estimate for the penalty parameter that minimizes this error is obtained. The results of the error analysis and the effect of penalty parameter on the accuracy and rates of convergence of the solution algorithm are demonstrated with the aid of some numerical examples.
    Additional Material: 3 Ill.
    Type of Medium: Electronic Resource
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