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Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor
| Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor |
| Pubbl/distr/stampa | Hauppauge, N.Y., : Nova Science Publishers, c2010 |
| Descrizione fisica | 1 online resource (608 p.) |
| Disciplina | 621.01/51 |
| Altri autori (Persone) | BergerHans P |
| Collana | Computer science, technology and applications |
| Soggetto topico |
Materials - Mathematical models
Materials - Computer simulation Mechanical engineering - Mathematics Mechanics, Analytic |
| Soggetto genere / forma | Electronic books. |
| ISBN | 1-61122-889-1 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""COMPUTATIONAL MECHANICS""; ""COMPUTATIONAL MECHANICS""; ""CONTENTS ""; ""PREFACE ""; ""A NATURAL NEIGHBOUR METHOD BASEDON FRAEIJS DE VEUBEKE VARIATIONAL PRINCIPLE""; ""Abstract""; ""Introduction""; ""Virtual Work Principle""; ""Approximation of the Displacement Field""; ""Discretized Virtual Work Principle""; ""Linear Elastic Theory""; ""The Fraeijs de Veubeke Functional""; ""The Fraeijs de Veubeke Variational Principle""; ""Domain Decomposition and Discretization""; ""Equations Deduced from the Fraeijs de Veubeke Variational Principle""; ""Matrix Notation""; ""Numerical Integration""
""Patch Tests""""Application to Pure Bending""; ""Application to a Square Membrane with a Circular Hole""; ""Extention to non Linear Materials""; ""Variational Equation""; ""Domain Decomposition and Discretization""; ""Matrix Notation""; ""Solution of the Matrix Equations""; ""Elasto-plastic Material with von Mises Linear Hardening""; ""Patch Tests""; ""Pure Bending of a Beam""; ""Square Membrane with a Circular Hole""; ""Extention to Linear Fracture Mechanics""; ""Introduction""; ""Domain Decomposition and Discretization""; ""Solution of the Equation System""; ""Patch Tests"" ""Translation Tests""""Mode 1 Tests""; ""Mode 2 Tests""; ""Bar with a Single Edge Crack""; ""Conclusions""; ""Annex 1: Construction of the Voronoi Cells""; ""Case of a Convex Domain""; ""Case of a non Convex Domain""; ""Annex.2: Laplace Interpolant""; ""Case of a Point X Inside the Domain""; ""Case of a Point X on the Domain Contour""; ""Annex 3. Particular Case of a Regular Grid of Nodes""; ""Laplace Interpolant""; ""Case 1: X between A and B""; ""Case 2: X between B and C""; ""Case 3: X between C and D""; ""Annex 4. Introduction of the Hypotheses in the FdV Principle"" ""Annex 5. Analytical Calculation of []V and[]""""References""; ""NUMERICAL AND THEORETICAL INVESTIGATIONS OF THE TENSILE FAILURE OF SHRUNK CEMENT-BASED COMPOSITES""; ""Abstract""; ""1. Introduction""; ""1.1. Characteristics of Shrunk Concrete""; ""1.2. Algorithm to Produce a Shrunk Specimen""; ""1.3. Lattice-Type Modeling of Concrete""; ""1.4. Paper Structure""; ""2. GB Lattice Model""; ""3. Method to Simulate Mismatch Deformation Due to Matrix Uniform Shrinkage""; ""4. Global Numerical Procedure""; ""4.1. Mohr-Coulomb Criterion""; ""4.2. Event-By-Event Algorithm"" ""5. Theoretical Analyses of Influences of Pre-stressed Field""""6. Numerical Examples and Discussions""; ""6.1. Production of Shrunk Specimens""; ""6.2. Tensile Examples on Specimens without the Shrinkage-Induced Stress:Case 1 and Case 2""; ""6.3. Analysis of a Typical Case for Shrunk Specimens: Case 3""; ""6.4. Influence of the Shrinkage Rate: Case 3-5""; ""7. Conclusions""; ""Acknowledgments""; ""References""; ""RECENT ADVANCES IN THE STATIC ANALYSIS OF STIFFENED PLATES APPLICATION TO CONCRETE OR TO COMPOSITE STEEL-CONCRETE STRUCTURES""; ""Abstract""; ""Introduction"" ""Statement of the Problem"" |
| Record Nr. | UNINA-9910452446603321 |
| Hauppauge, N.Y., : Nova Science Publishers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor
| Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor |
| Pubbl/distr/stampa | Hauppauge, N.Y., : Nova Science Publishers, c2010 |
| Descrizione fisica | 1 online resource (608 p.) |
| Disciplina | 621.01/51 |
| Altri autori (Persone) | BergerHans P |
| Collana | Computer science, technology and applications |
| Soggetto topico |
Materials - Mathematical models
Materials - Computer simulation Mechanical engineering - Mathematics Mechanics, Analytic |
| ISBN | 1-61122-889-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""COMPUTATIONAL MECHANICS""; ""COMPUTATIONAL MECHANICS""; ""CONTENTS ""; ""PREFACE ""; ""A NATURAL NEIGHBOUR METHOD BASEDON FRAEIJS DE VEUBEKE VARIATIONAL PRINCIPLE""; ""Abstract""; ""Introduction""; ""Virtual Work Principle""; ""Approximation of the Displacement Field""; ""Discretized Virtual Work Principle""; ""Linear Elastic Theory""; ""The Fraeijs de Veubeke Functional""; ""The Fraeijs de Veubeke Variational Principle""; ""Domain Decomposition and Discretization""; ""Equations Deduced from the Fraeijs de Veubeke Variational Principle""; ""Matrix Notation""; ""Numerical Integration""
""Patch Tests""""Application to Pure Bending""; ""Application to a Square Membrane with a Circular Hole""; ""Extention to non Linear Materials""; ""Variational Equation""; ""Domain Decomposition and Discretization""; ""Matrix Notation""; ""Solution of the Matrix Equations""; ""Elasto-plastic Material with von Mises Linear Hardening""; ""Patch Tests""; ""Pure Bending of a Beam""; ""Square Membrane with a Circular Hole""; ""Extention to Linear Fracture Mechanics""; ""Introduction""; ""Domain Decomposition and Discretization""; ""Solution of the Equation System""; ""Patch Tests"" ""Translation Tests""""Mode 1 Tests""; ""Mode 2 Tests""; ""Bar with a Single Edge Crack""; ""Conclusions""; ""Annex 1: Construction of the Voronoi Cells""; ""Case of a Convex Domain""; ""Case of a non Convex Domain""; ""Annex.2: Laplace Interpolant""; ""Case of a Point X Inside the Domain""; ""Case of a Point X on the Domain Contour""; ""Annex 3. Particular Case of a Regular Grid of Nodes""; ""Laplace Interpolant""; ""Case 1: X between A and B""; ""Case 2: X between B and C""; ""Case 3: X between C and D""; ""Annex 4. Introduction of the Hypotheses in the FdV Principle"" ""Annex 5. Analytical Calculation of []V and[]""""References""; ""NUMERICAL AND THEORETICAL INVESTIGATIONS OF THE TENSILE FAILURE OF SHRUNK CEMENT-BASED COMPOSITES""; ""Abstract""; ""1. Introduction""; ""1.1. Characteristics of Shrunk Concrete""; ""1.2. Algorithm to Produce a Shrunk Specimen""; ""1.3. Lattice-Type Modeling of Concrete""; ""1.4. Paper Structure""; ""2. GB Lattice Model""; ""3. Method to Simulate Mismatch Deformation Due to Matrix Uniform Shrinkage""; ""4. Global Numerical Procedure""; ""4.1. Mohr-Coulomb Criterion""; ""4.2. Event-By-Event Algorithm"" ""5. Theoretical Analyses of Influences of Pre-stressed Field""""6. Numerical Examples and Discussions""; ""6.1. Production of Shrunk Specimens""; ""6.2. Tensile Examples on Specimens without the Shrinkage-Induced Stress:Case 1 and Case 2""; ""6.3. Analysis of a Typical Case for Shrunk Specimens: Case 3""; ""6.4. Influence of the Shrinkage Rate: Case 3-5""; ""7. Conclusions""; ""Acknowledgments""; ""References""; ""RECENT ADVANCES IN THE STATIC ANALYSIS OF STIFFENED PLATES APPLICATION TO CONCRETE OR TO COMPOSITE STEEL-CONCRETE STRUCTURES""; ""Abstract""; ""Introduction"" ""Statement of the Problem"" |
| Record Nr. | UNINA-9910779507703321 |
| Hauppauge, N.Y., : Nova Science Publishers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor
| Computational mechanics research trends [[electronic resource] /] / Hans P. Berger, editor |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Hauppauge, N.Y., : Nova Science Publishers, c2010 |
| Descrizione fisica | 1 online resource (608 p.) |
| Disciplina | 621.01/51 |
| Altri autori (Persone) | BergerHans P |
| Collana | Computer science, technology and applications |
| Soggetto topico |
Materials - Mathematical models
Materials - Computer simulation Mechanical engineering - Mathematics Mechanics, Analytic |
| ISBN | 1-61122-889-1 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""COMPUTATIONAL MECHANICS""; ""COMPUTATIONAL MECHANICS""; ""CONTENTS ""; ""PREFACE ""; ""A NATURAL NEIGHBOUR METHOD BASEDON FRAEIJS DE VEUBEKE VARIATIONAL PRINCIPLE""; ""Abstract""; ""Introduction""; ""Virtual Work Principle""; ""Approximation of the Displacement Field""; ""Discretized Virtual Work Principle""; ""Linear Elastic Theory""; ""The Fraeijs de Veubeke Functional""; ""The Fraeijs de Veubeke Variational Principle""; ""Domain Decomposition and Discretization""; ""Equations Deduced from the Fraeijs de Veubeke Variational Principle""; ""Matrix Notation""; ""Numerical Integration""
""Patch Tests""""Application to Pure Bending""; ""Application to a Square Membrane with a Circular Hole""; ""Extention to non Linear Materials""; ""Variational Equation""; ""Domain Decomposition and Discretization""; ""Matrix Notation""; ""Solution of the Matrix Equations""; ""Elasto-plastic Material with von Mises Linear Hardening""; ""Patch Tests""; ""Pure Bending of a Beam""; ""Square Membrane with a Circular Hole""; ""Extention to Linear Fracture Mechanics""; ""Introduction""; ""Domain Decomposition and Discretization""; ""Solution of the Equation System""; ""Patch Tests"" ""Translation Tests""""Mode 1 Tests""; ""Mode 2 Tests""; ""Bar with a Single Edge Crack""; ""Conclusions""; ""Annex 1: Construction of the Voronoi Cells""; ""Case of a Convex Domain""; ""Case of a non Convex Domain""; ""Annex.2: Laplace Interpolant""; ""Case of a Point X Inside the Domain""; ""Case of a Point X on the Domain Contour""; ""Annex 3. Particular Case of a Regular Grid of Nodes""; ""Laplace Interpolant""; ""Case 1: X between A and B""; ""Case 2: X between B and C""; ""Case 3: X between C and D""; ""Annex 4. Introduction of the Hypotheses in the FdV Principle"" ""Annex 5. Analytical Calculation of []V and[]""""References""; ""NUMERICAL AND THEORETICAL INVESTIGATIONS OF THE TENSILE FAILURE OF SHRUNK CEMENT-BASED COMPOSITES""; ""Abstract""; ""1. Introduction""; ""1.1. Characteristics of Shrunk Concrete""; ""1.2. Algorithm to Produce a Shrunk Specimen""; ""1.3. Lattice-Type Modeling of Concrete""; ""1.4. Paper Structure""; ""2. GB Lattice Model""; ""3. Method to Simulate Mismatch Deformation Due to Matrix Uniform Shrinkage""; ""4. Global Numerical Procedure""; ""4.1. Mohr-Coulomb Criterion""; ""4.2. Event-By-Event Algorithm"" ""5. Theoretical Analyses of Influences of Pre-stressed Field""""6. Numerical Examples and Discussions""; ""6.1. Production of Shrunk Specimens""; ""6.2. Tensile Examples on Specimens without the Shrinkage-Induced Stress:Case 1 and Case 2""; ""6.3. Analysis of a Typical Case for Shrunk Specimens: Case 3""; ""6.4. Influence of the Shrinkage Rate: Case 3-5""; ""7. Conclusions""; ""Acknowledgments""; ""References""; ""RECENT ADVANCES IN THE STATIC ANALYSIS OF STIFFENED PLATES APPLICATION TO CONCRETE OR TO COMPOSITE STEEL-CONCRETE STRUCTURES""; ""Abstract""; ""Introduction"" ""Statement of the Problem"" |
| Record Nr. | UNINA-9910820921903321 |
| Hauppauge, N.Y., : Nova Science Publishers, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||