Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Noise and vibration analysis [[electronic resource] ] : signal analysis and experimental procedures / / Anders Brandt
| Noise and vibration analysis [[electronic resource] ] : signal analysis and experimental procedures / / Anders Brandt |
| Autore | Brandt Anders |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, 2011 |
| Descrizione fisica | 1 online resource (466 p.) |
| Disciplina | 620.3 |
| Soggetto topico |
Acoustical engineering
Noise - Mathematical models Signal processing Stochastic analysis Vibration - Mathematical models |
| ISBN |
1-283-10093-2
9786613100931 0-470-97811-2 0-470-97817-1 0-470-97816-3 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
NOISE AND VIBRATIONANALYSIS; Contents; About the Author; Preface; Acknowledgements; List of Abbreviations; Notation; 1 Introduction; 1.1 Noise and Vibration; 1.2 Noise and Vibration Analysis; 1.3 Application Areas; 1.4 Analysis of Noise and Vibrations; 1.4.1 Experimental Analysis; 1.5 Standards; 1.6 Becoming a Noise and Vibration Analysis Expert; 1.6.1 The Virtue of Simulation; 1.6.2 Learning Tools and the Format of this Book; 2 Dynamic Signals and Systems; 2.1 Introduction; 2.2 Periodic Signals; 2.2.1 Sine Waves; 2.2.2 Complex Sines; 2.2.3 Interacting Sines; 2.2.4 Orthogonality of Sines
2.3 Random Signals2.4 Transient Signals; 2.5 RMS Value and Power; 2.6 Linear Systems; 2.6.1 The Laplace Transform; 2.6.2 The Transfer Function; 2.6.3 The Impulse Response; 2.6.4 Convolution; 2.7 The Continuous Fourier Transform; 2.7.1 Characteristics of the Fourier Transform; 2.7.2 The Frequency Response; 2.7.3 Relationship between the Laplace and Frequency Domains; 2.7.4 Transient versus Steady-state Response; 2.8 Chapter Summary; 2.9 Problems; References; 3 Time Data Analysis; 3.1 Introduction to Discrete Signals; 3.2 The Sampling Theorem; 3.2.1 Aliasing 3.2.2 Discrete Representation of Analog Signals3.2.3 Interpolation and Resampling; 3.3 Filters; 3.3.1 Analog Filters; 3.3.2 Digital Filters; 3.3.3 Smoothing Filters; 3.3.4 Acoustic Octave Filters; 3.3.5 Analog RMS Integration; 3.3.6 Frequency Weighting Filters; 3.4 Time Series Analysis; 3.4.1 Min- and Max-analysis; 3.4.2 Time Data Integration; 3.4.3 Time Data Differentiation; 3.4.4 FFT-based Processing; 3.5 Chapter Summary; 3.6 Problems; References; 4 Statistics and Random Processes; 4.1 Introduction to the Use of Statistics; 4.1.1 Ensemble and Time Averages; 4.1.2 Stationarity and Ergodicity 4.2 Random Theory4.2.1 Expected Value; 4.2.2 Errors in Estimates; 4.2.3 Probability Distribution; 4.2.4 Probability Density; 4.2.5 Histogram; 4.2.6 Sample Probability Density Estimate; 4.2.7 Average Value and Variance; 4.2.8 Central Moments; 4.2.9 Skewness; 4.2.10 Kurtosis; 4.2.11 Crest Factor; 4.2.12 Correlation Functions; 4.2.13 The Gaussian Probability Distribution; 4.3 Statistical Methods; 4.3.1 Hypothesis Tests; 4.3.2 Test of Normality; 4.3.3 Test of Stationarity; 4.4 Quality Assessment of Measured Signals; 4.5 Chapter Summary; 4.6 Problems; References; 5 Fundamental Mechanics 5.1 Newton's Laws5.2 The Single Degree-of-freedom System (SDOF); 5.2.1 The Transfer Function; 5.2.2 The Impulse Response; 5.2.3 The Frequency Response; 5.2.4 The Q-factor; 5.2.5 SDOF Forced Response; 5.3 Alternative Quantities for Describing Motion; 5.4 Frequency Response Plot Formats; 5.4.1 Magnitude and Phase; 5.4.2 Real and Imaginary Parts; 5.4.3 The Nyquist Plot - Imaginary vs. Real Part; 5.5 Determining Natural Frequency and Damping; 5.5.1 Peak in the Magnitude of FRF; 5.5.2 Peak in the Imaginary Part of FRF; 5.5.3 Resonance Bandwidth (3 dB Bandwidth); 5.5.4 Circle in the Nyquist Plot 5.6 Rotating Mass |
| Record Nr. | UNINA-9910133454803321 |
Brandt Anders
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Noise and vibration analysis [[electronic resource] ] : signal analysis and experimental procedures / / Anders Brandt
| Noise and vibration analysis [[electronic resource] ] : signal analysis and experimental procedures / / Anders Brandt |
| Autore | Brandt Anders |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, 2011 |
| Descrizione fisica | 1 online resource (466 p.) |
| Disciplina | 620.3 |
| Soggetto topico |
Acoustical engineering
Noise - Mathematical models Signal processing Stochastic analysis Vibration - Mathematical models |
| ISBN |
1-283-10093-2
9786613100931 0-470-97811-2 0-470-97817-1 0-470-97816-3 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
NOISE AND VIBRATIONANALYSIS; Contents; About the Author; Preface; Acknowledgements; List of Abbreviations; Notation; 1 Introduction; 1.1 Noise and Vibration; 1.2 Noise and Vibration Analysis; 1.3 Application Areas; 1.4 Analysis of Noise and Vibrations; 1.4.1 Experimental Analysis; 1.5 Standards; 1.6 Becoming a Noise and Vibration Analysis Expert; 1.6.1 The Virtue of Simulation; 1.6.2 Learning Tools and the Format of this Book; 2 Dynamic Signals and Systems; 2.1 Introduction; 2.2 Periodic Signals; 2.2.1 Sine Waves; 2.2.2 Complex Sines; 2.2.3 Interacting Sines; 2.2.4 Orthogonality of Sines
2.3 Random Signals2.4 Transient Signals; 2.5 RMS Value and Power; 2.6 Linear Systems; 2.6.1 The Laplace Transform; 2.6.2 The Transfer Function; 2.6.3 The Impulse Response; 2.6.4 Convolution; 2.7 The Continuous Fourier Transform; 2.7.1 Characteristics of the Fourier Transform; 2.7.2 The Frequency Response; 2.7.3 Relationship between the Laplace and Frequency Domains; 2.7.4 Transient versus Steady-state Response; 2.8 Chapter Summary; 2.9 Problems; References; 3 Time Data Analysis; 3.1 Introduction to Discrete Signals; 3.2 The Sampling Theorem; 3.2.1 Aliasing 3.2.2 Discrete Representation of Analog Signals3.2.3 Interpolation and Resampling; 3.3 Filters; 3.3.1 Analog Filters; 3.3.2 Digital Filters; 3.3.3 Smoothing Filters; 3.3.4 Acoustic Octave Filters; 3.3.5 Analog RMS Integration; 3.3.6 Frequency Weighting Filters; 3.4 Time Series Analysis; 3.4.1 Min- and Max-analysis; 3.4.2 Time Data Integration; 3.4.3 Time Data Differentiation; 3.4.4 FFT-based Processing; 3.5 Chapter Summary; 3.6 Problems; References; 4 Statistics and Random Processes; 4.1 Introduction to the Use of Statistics; 4.1.1 Ensemble and Time Averages; 4.1.2 Stationarity and Ergodicity 4.2 Random Theory4.2.1 Expected Value; 4.2.2 Errors in Estimates; 4.2.3 Probability Distribution; 4.2.4 Probability Density; 4.2.5 Histogram; 4.2.6 Sample Probability Density Estimate; 4.2.7 Average Value and Variance; 4.2.8 Central Moments; 4.2.9 Skewness; 4.2.10 Kurtosis; 4.2.11 Crest Factor; 4.2.12 Correlation Functions; 4.2.13 The Gaussian Probability Distribution; 4.3 Statistical Methods; 4.3.1 Hypothesis Tests; 4.3.2 Test of Normality; 4.3.3 Test of Stationarity; 4.4 Quality Assessment of Measured Signals; 4.5 Chapter Summary; 4.6 Problems; References; 5 Fundamental Mechanics 5.1 Newton's Laws5.2 The Single Degree-of-freedom System (SDOF); 5.2.1 The Transfer Function; 5.2.2 The Impulse Response; 5.2.3 The Frequency Response; 5.2.4 The Q-factor; 5.2.5 SDOF Forced Response; 5.3 Alternative Quantities for Describing Motion; 5.4 Frequency Response Plot Formats; 5.4.1 Magnitude and Phase; 5.4.2 Real and Imaginary Parts; 5.4.3 The Nyquist Plot - Imaginary vs. Real Part; 5.5 Determining Natural Frequency and Damping; 5.5.1 Peak in the Magnitude of FRF; 5.5.2 Peak in the Imaginary Part of FRF; 5.5.3 Resonance Bandwidth (3 dB Bandwidth); 5.5.4 Circle in the Nyquist Plot 5.6 Rotating Mass |
| Record Nr. | UNINA-9910827253203321 |
|
Brandt Anders
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, N.J., : Wiley, 2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.]
| Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.] |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester, West Sussex, : Wiley, 2012 |
| Descrizione fisica | 1 online resource (542 p.) |
| Disciplina |
620.1
624.171 |
| Altri autori (Persone) | BorstRené de |
| Collana | Wiley Series in Computational Mechanics |
| Soggetto topico |
Finite element method - Data processing
Structural analysis (Engineering) - Data processing |
| Soggetto genere / forma | Electronic books. |
| Soggetto non controllato | ingeniørmatematikk - finite - element - elementmetoden - strukturell analyse - databehandling |
| ISBN |
1-283-64510-6
1-118-37599-8 1-118-37600-5 1-118-37601-3 1-118-37593-9 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Non-linear Finite Element Analysis of Solids and Structures; Contents; Preface; Series Preface; Notation; About the Code; PART I: BASIC CONCEPTS AND SOLUTION TECHNIQUES; 1 Preliminaries; 1.1 A Simple Example of Non-linear Behaviour; 1.2 A Review of Concepts from Linear Algebra; 1.3 Vectors and Tensors; 1.4 Stress and Strain Tensors; 1.5 Elasticity; 1.6 The PyFEM Finite Element Library; References; 2 Non-linear Finite Element Analysis; 2.1 Equilibrium and Virtual Work; 2.2 Spatial Discretisation by Finite Elements; 2.3 PyFEM: Shape Function Utilities; 2.4 Incremental-iterative Analysis
2.5 Load versus Displacement Control2.6 PyFEM: A Linear Finite Element Code with Displacement Control; References; 3 Geometrically Non-linear Analysis; 3.1 Truss Elements; 3.1.1 Total Lagrange Formulation; 3.1.2 Updated Lagrange Formulation; 3.1.3 Corotational Formulation; 3.2 PyFEM: The Shallow Truss Problem; 3.3 Stress and Deformation Measures in Continua; 3.4 Geometrically Non-linear Formulation of Continuum Elements; 3.4.1 Total and Updated Lagrange Formulations; 3.4.2 Corotational Formulation; 3.5 Linear Buckling Analysis; 3.6 PyFEM: A Geometrically Non-linear Continuum Element References4 Solution Techniques in Quasi-static Analysis; 4.1 Line Searches; 4.2 Path-following or Arc-length Methods; 4.3 PyFEM: Implementation of Riks' Arc-length Solver; 4.4 Stability and Uniqueness in Discretised Systems; 4.4.1 Stability of a Discrete System; 4.4.2 Uniqueness and Bifurcation in a Discrete System; 4.4.3 Branch Switching; 4.5 Load Stepping and Convergence Criteria; 4.6 Quasi-Newton Methods; References; 5 Solution Techniques for Non-linear Dynamics; 5.1 The Semi-discrete Equations; 5.2 Explicit Time Integration; 5.3 PyFEM: Implementation of an Explicit Solver 5.4 Implicit Time Integration5.4.1 The Newmark Family; 5.4.2 The HHT α-method; 5.4.3 Alternative Implicit Methods for Time Integration; 5.5 Stability and Accuracy in the Presence of Non-linearities; 5.6 Energy-conserving Algorithms; 5.7 Time Step Size Control and Element Technology; References; PART II: MATERIAL NON-LINEARITIES; 6 Damage Mechanics; 6.1 The Concept of Damage; 6.2 Isotropic Elasticity-based Damage; 6.3 PyFEM: A Plane-strain Damage Model; 6.4 Stability, Ellipticity and Mesh Sensitivity; 6.4.1 Stability and Ellipticity; 6.4.2 Mesh Sensitivity; 6.5 Cohesive-zone Models 6.6 Element Technology: Embedded Discontinuities6.7 Complex Damage Models; 6.7.1 Anisotropic Damage Models; 6.7.2 Microplane Models; 6.8 Crack Models for Concrete and Other Quasi-brittle Materials; 6.8.1 Elasticity-based Smeared Crack Models; 6.8.2 Reinforcement and Tension Stiffening; 6.9 Regularised Damage Models; 6.9.1 Non-local Damage Models; 6.9.2 Gradient Damage Models; References; 7 Plasticity; 7.1 A Simple Slip Model; 7.2 Flow Theory of Plasticity; 7.2.1 Yield Function; 7.2.2 Flow Rule; 7.2.3 Hardening Behaviour; 7.3 Integration of the Stress-strain Relation 7.4 Tangent Stiffness Operators |
| Record Nr. | UNINA-9910130738403321 |
| Chichester, West Sussex, : Wiley, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.]
| Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.] |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester, West Sussex, : Wiley, 2012 |
| Descrizione fisica | 1 online resource (542 p.) |
| Disciplina |
620.1
624.171 |
| Altri autori (Persone) | BorstRené de |
| Collana | Wiley Series in Computational Mechanics |
| Soggetto topico |
Finite element method - Data processing
Structural analysis (Engineering) - Data processing |
| Soggetto non controllato | ingeniørmatematikk - finite - element - elementmetoden - strukturell analyse - databehandling |
| ISBN |
1-283-64510-6
1-118-37599-8 1-118-37600-5 1-118-37601-3 1-118-37593-9 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Non-linear Finite Element Analysis of Solids and Structures; Contents; Preface; Series Preface; Notation; About the Code; PART I: BASIC CONCEPTS AND SOLUTION TECHNIQUES; 1 Preliminaries; 1.1 A Simple Example of Non-linear Behaviour; 1.2 A Review of Concepts from Linear Algebra; 1.3 Vectors and Tensors; 1.4 Stress and Strain Tensors; 1.5 Elasticity; 1.6 The PyFEM Finite Element Library; References; 2 Non-linear Finite Element Analysis; 2.1 Equilibrium and Virtual Work; 2.2 Spatial Discretisation by Finite Elements; 2.3 PyFEM: Shape Function Utilities; 2.4 Incremental-iterative Analysis
2.5 Load versus Displacement Control2.6 PyFEM: A Linear Finite Element Code with Displacement Control; References; 3 Geometrically Non-linear Analysis; 3.1 Truss Elements; 3.1.1 Total Lagrange Formulation; 3.1.2 Updated Lagrange Formulation; 3.1.3 Corotational Formulation; 3.2 PyFEM: The Shallow Truss Problem; 3.3 Stress and Deformation Measures in Continua; 3.4 Geometrically Non-linear Formulation of Continuum Elements; 3.4.1 Total and Updated Lagrange Formulations; 3.4.2 Corotational Formulation; 3.5 Linear Buckling Analysis; 3.6 PyFEM: A Geometrically Non-linear Continuum Element References4 Solution Techniques in Quasi-static Analysis; 4.1 Line Searches; 4.2 Path-following or Arc-length Methods; 4.3 PyFEM: Implementation of Riks' Arc-length Solver; 4.4 Stability and Uniqueness in Discretised Systems; 4.4.1 Stability of a Discrete System; 4.4.2 Uniqueness and Bifurcation in a Discrete System; 4.4.3 Branch Switching; 4.5 Load Stepping and Convergence Criteria; 4.6 Quasi-Newton Methods; References; 5 Solution Techniques for Non-linear Dynamics; 5.1 The Semi-discrete Equations; 5.2 Explicit Time Integration; 5.3 PyFEM: Implementation of an Explicit Solver 5.4 Implicit Time Integration5.4.1 The Newmark Family; 5.4.2 The HHT α-method; 5.4.3 Alternative Implicit Methods for Time Integration; 5.5 Stability and Accuracy in the Presence of Non-linearities; 5.6 Energy-conserving Algorithms; 5.7 Time Step Size Control and Element Technology; References; PART II: MATERIAL NON-LINEARITIES; 6 Damage Mechanics; 6.1 The Concept of Damage; 6.2 Isotropic Elasticity-based Damage; 6.3 PyFEM: A Plane-strain Damage Model; 6.4 Stability, Ellipticity and Mesh Sensitivity; 6.4.1 Stability and Ellipticity; 6.4.2 Mesh Sensitivity; 6.5 Cohesive-zone Models 6.6 Element Technology: Embedded Discontinuities6.7 Complex Damage Models; 6.7.1 Anisotropic Damage Models; 6.7.2 Microplane Models; 6.8 Crack Models for Concrete and Other Quasi-brittle Materials; 6.8.1 Elasticity-based Smeared Crack Models; 6.8.2 Reinforcement and Tension Stiffening; 6.9 Regularised Damage Models; 6.9.1 Non-local Damage Models; 6.9.2 Gradient Damage Models; References; 7 Plasticity; 7.1 A Simple Slip Model; 7.2 Flow Theory of Plasticity; 7.2.1 Yield Function; 7.2.2 Flow Rule; 7.2.3 Hardening Behaviour; 7.3 Integration of the Stress-strain Relation 7.4 Tangent Stiffness Operators |
| Record Nr. | UNINA-9910830598503321 |
| Chichester, West Sussex, : Wiley, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.]
| Non-linear finite element analysis of solids and structures [[electronic resource] /] / René. de Borst ... [et al.] |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Chichester, West Sussex, : Wiley, 2012 |
| Descrizione fisica | 1 online resource (542 p.) |
| Disciplina |
620.1
624.171 |
| Altri autori (Persone) | BorstRené de |
| Collana | Wiley Series in Computational Mechanics |
| Soggetto topico |
Finite element method - Data processing
Structural analysis (Engineering) - Data processing |
| Soggetto non controllato | ingeniørmatematikk - finite - element - elementmetoden - strukturell analyse - databehandling |
| ISBN |
1-283-64510-6
1-118-37599-8 1-118-37600-5 1-118-37601-3 1-118-37593-9 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Non-linear Finite Element Analysis of Solids and Structures; Contents; Preface; Series Preface; Notation; About the Code; PART I: BASIC CONCEPTS AND SOLUTION TECHNIQUES; 1 Preliminaries; 1.1 A Simple Example of Non-linear Behaviour; 1.2 A Review of Concepts from Linear Algebra; 1.3 Vectors and Tensors; 1.4 Stress and Strain Tensors; 1.5 Elasticity; 1.6 The PyFEM Finite Element Library; References; 2 Non-linear Finite Element Analysis; 2.1 Equilibrium and Virtual Work; 2.2 Spatial Discretisation by Finite Elements; 2.3 PyFEM: Shape Function Utilities; 2.4 Incremental-iterative Analysis
2.5 Load versus Displacement Control2.6 PyFEM: A Linear Finite Element Code with Displacement Control; References; 3 Geometrically Non-linear Analysis; 3.1 Truss Elements; 3.1.1 Total Lagrange Formulation; 3.1.2 Updated Lagrange Formulation; 3.1.3 Corotational Formulation; 3.2 PyFEM: The Shallow Truss Problem; 3.3 Stress and Deformation Measures in Continua; 3.4 Geometrically Non-linear Formulation of Continuum Elements; 3.4.1 Total and Updated Lagrange Formulations; 3.4.2 Corotational Formulation; 3.5 Linear Buckling Analysis; 3.6 PyFEM: A Geometrically Non-linear Continuum Element References4 Solution Techniques in Quasi-static Analysis; 4.1 Line Searches; 4.2 Path-following or Arc-length Methods; 4.3 PyFEM: Implementation of Riks' Arc-length Solver; 4.4 Stability and Uniqueness in Discretised Systems; 4.4.1 Stability of a Discrete System; 4.4.2 Uniqueness and Bifurcation in a Discrete System; 4.4.3 Branch Switching; 4.5 Load Stepping and Convergence Criteria; 4.6 Quasi-Newton Methods; References; 5 Solution Techniques for Non-linear Dynamics; 5.1 The Semi-discrete Equations; 5.2 Explicit Time Integration; 5.3 PyFEM: Implementation of an Explicit Solver 5.4 Implicit Time Integration5.4.1 The Newmark Family; 5.4.2 The HHT α-method; 5.4.3 Alternative Implicit Methods for Time Integration; 5.5 Stability and Accuracy in the Presence of Non-linearities; 5.6 Energy-conserving Algorithms; 5.7 Time Step Size Control and Element Technology; References; PART II: MATERIAL NON-LINEARITIES; 6 Damage Mechanics; 6.1 The Concept of Damage; 6.2 Isotropic Elasticity-based Damage; 6.3 PyFEM: A Plane-strain Damage Model; 6.4 Stability, Ellipticity and Mesh Sensitivity; 6.4.1 Stability and Ellipticity; 6.4.2 Mesh Sensitivity; 6.5 Cohesive-zone Models 6.6 Element Technology: Embedded Discontinuities6.7 Complex Damage Models; 6.7.1 Anisotropic Damage Models; 6.7.2 Microplane Models; 6.8 Crack Models for Concrete and Other Quasi-brittle Materials; 6.8.1 Elasticity-based Smeared Crack Models; 6.8.2 Reinforcement and Tension Stiffening; 6.9 Regularised Damage Models; 6.9.1 Non-local Damage Models; 6.9.2 Gradient Damage Models; References; 7 Plasticity; 7.1 A Simple Slip Model; 7.2 Flow Theory of Plasticity; 7.2.1 Yield Function; 7.2.2 Flow Rule; 7.2.3 Hardening Behaviour; 7.3 Integration of the Stress-strain Relation 7.4 Tangent Stiffness Operators |
| Record Nr. | UNINA-9910840823503321 |
| Chichester, West Sussex, : Wiley, 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Optimal modified continuous Galerkin CFD / / A. J. Baker
| Optimal modified continuous Galerkin CFD / / A. J. Baker |
| Autore | Baker A. J. <1936-> |
| Pubbl/distr/stampa | Chichester, England : , : Wiley, , 2014 |
| Descrizione fisica | 1 online resource (576 p.) |
| Disciplina | 518/.63 |
| Soggetto topico |
Fluid mechanics
Finite element method Galerkin methods |
| ISBN |
1-118-40271-5
1-118-40307-X 1-118-40308-8 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Optimal Modified Continuous Galerkin CFD; Contents; Preface; About the Author; Notations; 1 Introduction; 1.1 About This Book; 1.2 The Navier-Stokes Conservation Principles System; 1.3 Navier-Stokes PDE System Manipulations; 1.4 Weak Form Overview; 1.5 A Brief History of Finite Element CFD; 1.6 A Brief Summary; References; 2 Concepts, terminology, methodology; 2.1 Overview; 2.2 Steady DE Weak Form Completion; 2.3 Steady DE GWSN Discrete FE Implementation; 2.4 PDE Solutions, Classical Concepts; 2.5 The Sturm-Liouville Equation, Orthogonality, Completeness; 2.6 Classical Variational Calculus
2.7 Variational Calculus, Weak Form Duality 2.8 Quadratic Forms, Norms, Error Estimation; 2.9 Theory Illustrations for Non-Smooth, Nonlinear Data; 2.10 Matrix Algebra, Notation; 2.11 Equation Solving, Linear Algebra; 2.12 Krylov Sparse Matrix Solver Methodology; 2.13 Summary; Exercises; References; 3 Aerodynamics I: Potential flow, GWSh theory exposition, transonic flow mPDE shock capturing; 3.1 Aerodynamics, Weak Interaction; 3.2 Navier-Stokes Manipulations for Aerodynamics; 3.3 Steady Potential Flow GWS; 3.4 Accuracy, Convergence, Mathematical Preliminaries 3.5 Accuracy, Galerkin Weak Form Optimality 3.6 Accuracy, GWSh Error Bound; 3.7 Accuracy, GWSh Asymptotic Convergence; 3.8 GWSh Natural Coordinate FE Basis Matrices; 3.9 GWSh Tensor Product FE Basis Matrices; 3.10 GWSh Comparison with Laplacian FD and FV Stencils; 3.11 Post-Processing Pressure Distributions; 3.12 Transonic Potential Flow, Shock Capturing; 3.13 Summary; Exercises; References; 4 Aerodynamics II: boundary layers, turbulence closure modeling, parabolic Navier-Stokes; 4.1 Aerodynamics, Weak Interaction Reprise; 4.2 Navier-Stokes PDE System Reynolds Ordered 4.3 GWSh, n= 2 Laminar-Thermal Boundary Layer 4.4 GWSh + θTS BL Matrix Iteration Algorithm; 4.5 Accuracy, Convergence, Optimal Mesh Solutions; 4.6 GWSh + θTS Solution Optimality, Data Influence; 4.7 Time Averaged NS, Turbulent BL Formulation; 4.8 Turbulent BL GWSh + θTS, Accuracy, Convergence; 4.9 GWSh + θTS BL Algorithm, TKE Closure Models; 4.10 The Parabolic Navier-Stokes PDE System; 4.11 GWSh + θTS Algorithm for PNS PDE System; 4.12 GWSh + θTS k =1 NC Basis PNS Algorithm; 4.13 Weak Interaction PNS Algorithm Validation; 4.14 Square Duct PNS Algorithm Validation; 4.15 Summary; Exercises References 5 The Navier-Stokes Equations: theoretical fundamentals; constraint, spectral analyses, mPDE theory, optimal Galerkin weak forms; 5.1 The Incompressible Navier-Stokes PDE System; 5.2 Continuity Constraint, Exact Enforcement; 5.3 Continuity Constraint, Inexact Enforcement; 5.4 The CCM Pressure Projection Algorithm; 5.5 Convective Transport, Phase Velocity; 5.6 Convection-Diffusion, Phase Speed Characterization; 5.7 Theory for Optimal mGWSh + θTS Phase Accuracy; 5.8 Optimally Phase Accurate mGWSh + θTS in n Dimensions; 5.9 Theory for Optimal mGWSh Asymptotic Convergence 5.10 The Optimal mGWSh + θTS k = 1 Basis NS Algorithm |
| Record Nr. | UNINA-9910132234503321 |
|
Baker A. J. <1936->
|
||
| Chichester, England : , : Wiley, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Optimal modified continuous Galerkin CFD / / A. J. Baker
| Optimal modified continuous Galerkin CFD / / A. J. Baker |
| Autore | Baker A. J. <1936-> |
| Pubbl/distr/stampa | Chichester, England : , : Wiley, , 2014 |
| Descrizione fisica | 1 online resource (576 p.) |
| Disciplina | 518/.63 |
| Soggetto topico |
Fluid mechanics
Finite element method Galerkin methods |
| ISBN |
1-118-40271-5
1-118-40307-X 1-118-40308-8 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Optimal Modified Continuous Galerkin CFD; Contents; Preface; About the Author; Notations; 1 Introduction; 1.1 About This Book; 1.2 The Navier-Stokes Conservation Principles System; 1.3 Navier-Stokes PDE System Manipulations; 1.4 Weak Form Overview; 1.5 A Brief History of Finite Element CFD; 1.6 A Brief Summary; References; 2 Concepts, terminology, methodology; 2.1 Overview; 2.2 Steady DE Weak Form Completion; 2.3 Steady DE GWSN Discrete FE Implementation; 2.4 PDE Solutions, Classical Concepts; 2.5 The Sturm-Liouville Equation, Orthogonality, Completeness; 2.6 Classical Variational Calculus
2.7 Variational Calculus, Weak Form Duality 2.8 Quadratic Forms, Norms, Error Estimation; 2.9 Theory Illustrations for Non-Smooth, Nonlinear Data; 2.10 Matrix Algebra, Notation; 2.11 Equation Solving, Linear Algebra; 2.12 Krylov Sparse Matrix Solver Methodology; 2.13 Summary; Exercises; References; 3 Aerodynamics I: Potential flow, GWSh theory exposition, transonic flow mPDE shock capturing; 3.1 Aerodynamics, Weak Interaction; 3.2 Navier-Stokes Manipulations for Aerodynamics; 3.3 Steady Potential Flow GWS; 3.4 Accuracy, Convergence, Mathematical Preliminaries 3.5 Accuracy, Galerkin Weak Form Optimality 3.6 Accuracy, GWSh Error Bound; 3.7 Accuracy, GWSh Asymptotic Convergence; 3.8 GWSh Natural Coordinate FE Basis Matrices; 3.9 GWSh Tensor Product FE Basis Matrices; 3.10 GWSh Comparison with Laplacian FD and FV Stencils; 3.11 Post-Processing Pressure Distributions; 3.12 Transonic Potential Flow, Shock Capturing; 3.13 Summary; Exercises; References; 4 Aerodynamics II: boundary layers, turbulence closure modeling, parabolic Navier-Stokes; 4.1 Aerodynamics, Weak Interaction Reprise; 4.2 Navier-Stokes PDE System Reynolds Ordered 4.3 GWSh, n= 2 Laminar-Thermal Boundary Layer 4.4 GWSh + θTS BL Matrix Iteration Algorithm; 4.5 Accuracy, Convergence, Optimal Mesh Solutions; 4.6 GWSh + θTS Solution Optimality, Data Influence; 4.7 Time Averaged NS, Turbulent BL Formulation; 4.8 Turbulent BL GWSh + θTS, Accuracy, Convergence; 4.9 GWSh + θTS BL Algorithm, TKE Closure Models; 4.10 The Parabolic Navier-Stokes PDE System; 4.11 GWSh + θTS Algorithm for PNS PDE System; 4.12 GWSh + θTS k =1 NC Basis PNS Algorithm; 4.13 Weak Interaction PNS Algorithm Validation; 4.14 Square Duct PNS Algorithm Validation; 4.15 Summary; Exercises References 5 The Navier-Stokes Equations: theoretical fundamentals; constraint, spectral analyses, mPDE theory, optimal Galerkin weak forms; 5.1 The Incompressible Navier-Stokes PDE System; 5.2 Continuity Constraint, Exact Enforcement; 5.3 Continuity Constraint, Inexact Enforcement; 5.4 The CCM Pressure Projection Algorithm; 5.5 Convective Transport, Phase Velocity; 5.6 Convection-Diffusion, Phase Speed Characterization; 5.7 Theory for Optimal mGWSh + θTS Phase Accuracy; 5.8 Optimally Phase Accurate mGWSh + θTS in n Dimensions; 5.9 Theory for Optimal mGWSh Asymptotic Convergence 5.10 The Optimal mGWSh + θTS k = 1 Basis NS Algorithm |
| Record Nr. | UNINA-9910807349903321 |
|
Baker A. J. <1936->
|
||
| Chichester, England : , : Wiley, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Programming the finite element method
| Programming the finite element method |
| Autore | Smith I. M (Ian Moffat), <1940-> |
| Edizione | [Fifth edition /] |
| Pubbl/distr/stampa | Chichester, West Sussex, United Kingdom : , : John Wiley & Sons Inc., , 2014 |
| Descrizione fisica | 1 online resource (684 p.) |
| Disciplina | 620.001/51825 |
| Altri autori (Persone) |
GriffithsD. V
MargettsLee |
| Soggetto topico |
Finite element method - Data processing
Engineering - Data processing FORTRAN 2003 (Computer program language) |
| ISBN |
1-5231-3067-9
1-118-53592-8 1-118-53591-X 1-119-18923-3 1-118-53593-6 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Copyright; Contents; Preface to Fifth Edition; Acknowledgements; Chapter 1 Preliminaries: Computer Strategies; 1.1 Introduction; 1.2 Hardware; 1.3 Memory Management; 1.4 Vector Processors; 1.5 Multi-core Processors; 1.6 Co-processors; 1.7 Parallel Processors; 1.8 Applications Software; 1.8.1 Compilers; 1.8.2 Arithmetic; 1.8.3 Conditions; 1.8.4 Loops; 1.9 Array Features; 1.9.1 Dynamic Arrays; 1.9.2 Broadcasting; 1.9.3 Constructors; 1.9.4 Vector Subscripts; 1.9.5 Array Sections; 1.9.6 Whole-array Manipulations; 1.9.7 Intrinsic Procedures for Arrays; 1.9.8 Modules
1.9.9 Subprogram Libraries1.9.10 Structured Programming; 1.10 Third-party Libraries; 1.10.1 BLAS Libraries; 1.10.2 Maths Libraries; 1.10.3 User Subroutines; 1.10.4 MPI Libraries; 1.11 Visualisation; 1.11.1 Starting ParaView; 1.11.2 Display Restrained Nodes; 1.11.3 Display Applied Loads; 1.11.4 Display Deformed Mesh; 1.12 Conclusions; References; Chapter 2 Spatial Discretisation by Finite Elements; 2.1 Introduction; 2.2 Rod Element; 2.2.1 Rod Stiffness Matrix; 2.2.2 Rod Mass Element; 2.3 The Eigenvalue Equation; 2.4 Beam Element; 2.4.1 Beam Element Stiffness Matrix 2.4.2 Beam Element Mass Matrix2.5 Beam with an Axial Force; 2.6 Beam on an Elastic Foundation; 2.7 General Remarks on the Discretisation Process; 2.8 Alternative Derivation of Element Stiffness; 2.9 Two-dimensional Elements: Plane Stress; 2.10 Energy Approach and Plane Strain; 2.10.1 Thermoelasticity; 2.11 Plane Element Mass Matrix; 2.12 Axisymmetric Stress and Strain; 2.13 Three-dimensional Stress and Strain; 2.14 Plate Bending Element; 2.15 Summary of Element Equations for Solids; 2.16 Flow of Fluids: Navier-Stokes Equations; 2.17 Simplified Flow Equations; 2.17.1 Steady State 2.17.2 Transient State2.17.3 Convection; 2.18 Further Coupled Equations: Biot Consolidation; 2.19 Conclusions; References; Chapter 3 Programming Finite Element Computations; 3.1 Introduction; 3.2 Local Coordinates for Quadrilateral Elements; 3.2.1 Numerical Integration for Quadrilaterals; 3.2.2 Analytical Integration for Quadrilaterals; 3.3 Local Coordinates for Triangular Elements; 3.3.1 Numerical Integration for Triangles; 3.3.2 Analytical Integration for Triangles; 3.4 Multi-Element Assemblies; 3.5 'Element-by-Element' Techniques; 3.5.1 Conjugate Gradient Method for Linear Equation Systems 3.5.2 Preconditioning3.5.3 Unsymmetric Systems; 3.5.4 Symmetric Non-Positive Definite Equations; 3.5.5 Eigenvalue Systems; 3.6 Incorporation of Boundary Conditions; 3.6.1 Convection Boundary Conditions; 3.7 Programming using Building Blocks; 3.7.1 Black Box Routines; 3.7.2 Special Purpose Routines; 3.7.3 Plane Elastic Analysis using Quadrilateral Elements; 3.7.4 Plane Elastic Analysis using Triangular Elements; 3.7.5 Axisymmetric Strain of Elastic Solids; 3.7.6 Plane Steady Laminar Fluid Flow; 3.7.7 Mass Matrix Formation; 3.7.8 Higher-Order 2D Elements; 3.7.9 Three-Dimensional Elements 3.7.10 Assembly of Elements |
| Record Nr. | UNINA-9910139022603321 |
|
Smith I. M (Ian Moffat), <1940->
|
||
| Chichester, West Sussex, United Kingdom : , : John Wiley & Sons Inc., , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Welding engineering : an introduction / / David H. Phillips
| Welding engineering : an introduction / / David H. Phillips |
| Autore | Phillips David H (Welding instructor) |
| Pubbl/distr/stampa | West Sussex, England : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 671.5/2 |
| Soggetto topico | Welding |
| ISBN |
1-5231-2386-9
1-118-76642-3 1-118-76628-8 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910137427303321 |
|
Phillips David H (Welding instructor)
|
||
| West Sussex, England : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Welding engineering : an introduction / / David H. Phillips
| Welding engineering : an introduction / / David H. Phillips |
| Autore | Phillips David H (Welding instructor) |
| Pubbl/distr/stampa | West Sussex, England : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (292 p.) |
| Disciplina | 671.5/2 |
| Soggetto topico | Welding |
| ISBN |
1-5231-2386-9
1-118-76642-3 1-118-76628-8 |
| Classificazione | TEC006000 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910814894503321 |
|
Phillips David H (Welding instructor)
|
||
| West Sussex, England : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
