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Active control of structures [[electronic resource] /] / André Preumont, Kazuto Seto
Active control of structures [[electronic resource] /] / André Preumont, Kazuto Seto
Autore Preumont André
Pubbl/distr/stampa Chichester, U.K., : John Wiley, 2008
Descrizione fisica 1 online resource (314 p.)
Disciplina 624.1/71
624.171
Altri autori (Persone) SetoKazuto
Soggetto topico Structural control (Engineering)
ISBN 1-282-34271-1
9786612342714
0-470-71570-7
0-470-71571-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Active Control of Structures; Contents; About the Authors; Preface; Acknowledgements; 1 Active Damping; 1.1 Introduction; 1.1.1 Why Suppress Vibrations?; 1.1.2 How can Vibrations be Reduced?; 1.2 Structural Control; 1.3 Plant Description; 1.3.1 Error Budget; 1.4 Equations of Structural Dynamics; 1.4.1 Equation of Motion Including Seismic Excitation; 1.4.2 Modal Coordinates; 1.4.3 Support Reaction, Dynamic Mass; 1.4.4 Dynamic Flexibility Matrix; 1.5 Collocated Control System; 1.5.1 Transmission Zeros and Constrained System; 1.5.2 Nearly Collocated Control System
1.5.3 Non-Collocated Control Systems1.6 Active Damping with Collocated System; 1.6.1 Lead Control; 1.6.2 Direct Velocity Feedback; 1.6.3 Positive Position Feedback; 1.6.4 Integral Force Feedback; 1.6.5 Duality between The Lead and IFF Controllers; 1.7 Decentralized Control with Collocated Pairs; 1.7.1 Cross-Talk; 1.7.2 Transmission Zeros (Case 1); 1.7.3 Transmission Zeros (Case 2); References; 2 Active Isolation; 2.1 Introduction; 2.2 Relaxation Isolator; 2.2.1 Electromagnetic Realization; 2.3 Sky-hook Damper; 2.4 Force Feedback; 2.5 Six-Axis Isolator; 2.5.1 Decentralized Control
2.5.2 Leg Design2.5.3 Model of the Isolator; 2.5.4 Six-Axis Transmissibility; 2.6 Vehicle Active Suspension; 2.6.1 Quarter-Car Model; 2.7 Semi-Active Suspension; 2.7.1 Semi-Active Devices; 2.7.2 Narrow-Band Disturbance; 2.7.3 Quarter-Car Semi-Active Suspension; References; 3 A Comparison of Passive, Active and Hybrid Control; 3.1 Introduction; 3.2 System Description; 3.3 The Dynamic Vibration Absorber; 3.3.1 Single-d.o.f. Oscillator; 3.3.2 Multiple-d.o.f. System; 3.3.3 Shear Frame Example; 3.4 Active Mass Damper; 3.5 Hybrid Control; 3.6 Shear Control; 3.7 Force Actuator, Displacement Sensor
3.7.1 Direct Velocity Feedback3.7.2 First-Order Positive Position Feedback; 3.7.3 Comparison of the DVF and the PPF; 3.8 Displacement Actuator, Force Sensor; 3.8.1 Comparison of the IFF and the DVF; References; 4 Vibration Control Methods and Devices; 4.1 Introduction; 4.2 Classification of Vibration Control Methods; 4.3 Construction of Active Dynamic Absorber; 4.4 Control Devices for Wind Excitation Control in Civil Structures; 4.5 Real Towers Using the Connected Control Method; 4.6 Application of Active Dynamic Absorber for Controlling Vibration of Single-d.o.f. Systems
4.6.1 Equations of Motion and State Equation4.6.2 Representation of a Non-Dimensional State Equation; 4.6.3 Control System Design; 4.6.4 Similarity Law between Dimensional and Non-dimensional System; 4.6.5 Analysis of Vibration Control Effect; 4.6.6 Experiment; 4.7 Remarks; References; 5 Reduced-Order Model for Structural Control; 5.1 Introduction; 5.2 Modeling of Distributed Structures; 5.2.1 Equation of Motion for Distributed Structures; 5.2.2 Conventional Modeling of Structures; 5.3 Spillover; 5.4 The Lumped Modeling Method; 5.4.1 A Key Idea for Deriving a Reduced-Order Model
5.4.2 Relationship Between Physical and Modal Coordinate Systems
Record Nr. UNINA-9910144405503321
Preumont André  
Chichester, U.K., : John Wiley, 2008
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Active control of structures [[electronic resource] /] / André Preumont, Kazuto Seto
Active control of structures [[electronic resource] /] / André Preumont, Kazuto Seto
Autore Preumont André
Pubbl/distr/stampa Chichester, U.K., : John Wiley, 2008
Descrizione fisica 1 online resource (314 p.)
Disciplina 624.1/71
624.171
Altri autori (Persone) SetoKazuto
Soggetto topico Structural control (Engineering)
ISBN 1-282-34271-1
9786612342714
0-470-71570-7
0-470-71571-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Active Control of Structures; Contents; About the Authors; Preface; Acknowledgements; 1 Active Damping; 1.1 Introduction; 1.1.1 Why Suppress Vibrations?; 1.1.2 How can Vibrations be Reduced?; 1.2 Structural Control; 1.3 Plant Description; 1.3.1 Error Budget; 1.4 Equations of Structural Dynamics; 1.4.1 Equation of Motion Including Seismic Excitation; 1.4.2 Modal Coordinates; 1.4.3 Support Reaction, Dynamic Mass; 1.4.4 Dynamic Flexibility Matrix; 1.5 Collocated Control System; 1.5.1 Transmission Zeros and Constrained System; 1.5.2 Nearly Collocated Control System
1.5.3 Non-Collocated Control Systems1.6 Active Damping with Collocated System; 1.6.1 Lead Control; 1.6.2 Direct Velocity Feedback; 1.6.3 Positive Position Feedback; 1.6.4 Integral Force Feedback; 1.6.5 Duality between The Lead and IFF Controllers; 1.7 Decentralized Control with Collocated Pairs; 1.7.1 Cross-Talk; 1.7.2 Transmission Zeros (Case 1); 1.7.3 Transmission Zeros (Case 2); References; 2 Active Isolation; 2.1 Introduction; 2.2 Relaxation Isolator; 2.2.1 Electromagnetic Realization; 2.3 Sky-hook Damper; 2.4 Force Feedback; 2.5 Six-Axis Isolator; 2.5.1 Decentralized Control
2.5.2 Leg Design2.5.3 Model of the Isolator; 2.5.4 Six-Axis Transmissibility; 2.6 Vehicle Active Suspension; 2.6.1 Quarter-Car Model; 2.7 Semi-Active Suspension; 2.7.1 Semi-Active Devices; 2.7.2 Narrow-Band Disturbance; 2.7.3 Quarter-Car Semi-Active Suspension; References; 3 A Comparison of Passive, Active and Hybrid Control; 3.1 Introduction; 3.2 System Description; 3.3 The Dynamic Vibration Absorber; 3.3.1 Single-d.o.f. Oscillator; 3.3.2 Multiple-d.o.f. System; 3.3.3 Shear Frame Example; 3.4 Active Mass Damper; 3.5 Hybrid Control; 3.6 Shear Control; 3.7 Force Actuator, Displacement Sensor
3.7.1 Direct Velocity Feedback3.7.2 First-Order Positive Position Feedback; 3.7.3 Comparison of the DVF and the PPF; 3.8 Displacement Actuator, Force Sensor; 3.8.1 Comparison of the IFF and the DVF; References; 4 Vibration Control Methods and Devices; 4.1 Introduction; 4.2 Classification of Vibration Control Methods; 4.3 Construction of Active Dynamic Absorber; 4.4 Control Devices for Wind Excitation Control in Civil Structures; 4.5 Real Towers Using the Connected Control Method; 4.6 Application of Active Dynamic Absorber for Controlling Vibration of Single-d.o.f. Systems
4.6.1 Equations of Motion and State Equation4.6.2 Representation of a Non-Dimensional State Equation; 4.6.3 Control System Design; 4.6.4 Similarity Law between Dimensional and Non-dimensional System; 4.6.5 Analysis of Vibration Control Effect; 4.6.6 Experiment; 4.7 Remarks; References; 5 Reduced-Order Model for Structural Control; 5.1 Introduction; 5.2 Modeling of Distributed Structures; 5.2.1 Equation of Motion for Distributed Structures; 5.2.2 Conventional Modeling of Structures; 5.3 Spillover; 5.4 The Lumped Modeling Method; 5.4.1 A Key Idea for Deriving a Reduced-Order Model
5.4.2 Relationship Between Physical and Modal Coordinate Systems
Record Nr. UNINA-9910829853803321
Preumont André  
Chichester, U.K., : John Wiley, 2008
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Active control of structures / / Andre Preumont, Kazuto Seto
Active control of structures / / Andre Preumont, Kazuto Seto
Autore Preumont Andre
Pubbl/distr/stampa Chichester, U.K., : John Wiley, 2008
Descrizione fisica 1 online resource (314 p.)
Disciplina 624.1/71
Altri autori (Persone) SetoKazuto
Soggetto topico Structural control (Engineering)
ISBN 1-282-34271-1
9786612342714
0-470-71570-7
0-470-71571-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Active Control of Structures; Contents; About the Authors; Preface; Acknowledgements; 1 Active Damping; 1.1 Introduction; 1.1.1 Why Suppress Vibrations?; 1.1.2 How can Vibrations be Reduced?; 1.2 Structural Control; 1.3 Plant Description; 1.3.1 Error Budget; 1.4 Equations of Structural Dynamics; 1.4.1 Equation of Motion Including Seismic Excitation; 1.4.2 Modal Coordinates; 1.4.3 Support Reaction, Dynamic Mass; 1.4.4 Dynamic Flexibility Matrix; 1.5 Collocated Control System; 1.5.1 Transmission Zeros and Constrained System; 1.5.2 Nearly Collocated Control System
1.5.3 Non-Collocated Control Systems1.6 Active Damping with Collocated System; 1.6.1 Lead Control; 1.6.2 Direct Velocity Feedback; 1.6.3 Positive Position Feedback; 1.6.4 Integral Force Feedback; 1.6.5 Duality between The Lead and IFF Controllers; 1.7 Decentralized Control with Collocated Pairs; 1.7.1 Cross-Talk; 1.7.2 Transmission Zeros (Case 1); 1.7.3 Transmission Zeros (Case 2); References; 2 Active Isolation; 2.1 Introduction; 2.2 Relaxation Isolator; 2.2.1 Electromagnetic Realization; 2.3 Sky-hook Damper; 2.4 Force Feedback; 2.5 Six-Axis Isolator; 2.5.1 Decentralized Control
2.5.2 Leg Design2.5.3 Model of the Isolator; 2.5.4 Six-Axis Transmissibility; 2.6 Vehicle Active Suspension; 2.6.1 Quarter-Car Model; 2.7 Semi-Active Suspension; 2.7.1 Semi-Active Devices; 2.7.2 Narrow-Band Disturbance; 2.7.3 Quarter-Car Semi-Active Suspension; References; 3 A Comparison of Passive, Active and Hybrid Control; 3.1 Introduction; 3.2 System Description; 3.3 The Dynamic Vibration Absorber; 3.3.1 Single-d.o.f. Oscillator; 3.3.2 Multiple-d.o.f. System; 3.3.3 Shear Frame Example; 3.4 Active Mass Damper; 3.5 Hybrid Control; 3.6 Shear Control; 3.7 Force Actuator, Displacement Sensor
3.7.1 Direct Velocity Feedback3.7.2 First-Order Positive Position Feedback; 3.7.3 Comparison of the DVF and the PPF; 3.8 Displacement Actuator, Force Sensor; 3.8.1 Comparison of the IFF and the DVF; References; 4 Vibration Control Methods and Devices; 4.1 Introduction; 4.2 Classification of Vibration Control Methods; 4.3 Construction of Active Dynamic Absorber; 4.4 Control Devices for Wind Excitation Control in Civil Structures; 4.5 Real Towers Using the Connected Control Method; 4.6 Application of Active Dynamic Absorber for Controlling Vibration of Single-d.o.f. Systems
4.6.1 Equations of Motion and State Equation4.6.2 Representation of a Non-Dimensional State Equation; 4.6.3 Control System Design; 4.6.4 Similarity Law between Dimensional and Non-dimensional System; 4.6.5 Analysis of Vibration Control Effect; 4.6.6 Experiment; 4.7 Remarks; References; 5 Reduced-Order Model for Structural Control; 5.1 Introduction; 5.2 Modeling of Distributed Structures; 5.2.1 Equation of Motion for Distributed Structures; 5.2.2 Conventional Modeling of Structures; 5.3 Spillover; 5.4 The Lumped Modeling Method; 5.4.1 A Key Idea for Deriving a Reduced-Order Model
5.4.2 Relationship Between Physical and Modal Coordinate Systems
Record Nr. UNINA-9910876676003321
Preumont Andre  
Chichester, U.K., : John Wiley, 2008
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
Analysis of structures [[electronic resource] ] : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
Autore Eisley Joe
Pubbl/distr/stampa Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011
Descrizione fisica 1 online resource (640 p.)
Disciplina 624.1/71
624.171
629.13431
Altri autori (Persone) WaasAnthony M
Soggetto topico Structural analysis (Engineering) - Mathematics
Numerical analysis
ISBN 1-119-99354-7
1-299-31437-6
1-119-99327-X
1-119-99328-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio
3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction
4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction
5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube
6.7 Torsional Stress and Stiffness in Multicell Sections
Record Nr. UNINA-9910139555803321
Eisley Joe  
Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Analysis of structures : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
Analysis of structures : an introduction including numerical methods / / Joe G. Eisley, Anthony Waas
Autore Eisley Joe
Edizione [1st ed.]
Pubbl/distr/stampa Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011
Descrizione fisica 1 online resource (640 p.)
Disciplina 624.1/71
Altri autori (Persone) WaasAnthony M
Soggetto topico Structural analysis (Engineering) - Mathematics
Numerical analysis
ISBN 1-119-99354-7
1-299-31437-6
1-119-99327-X
1-119-99328-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto ANALYSIS OFSTRUCTURES; Contents; About the Authors; Preface; 1 Forces and Moments; 1.1 Introduction; 1.2 Units; 1.3 Forces in Mechanics of Materials; 1.4 Concentrated Forces; 1.5 Moment of a Concentrated Force; 1.6 Distributed Forces-Force and Moment Resultants; 1.7 Internal Forces and Stresses-Stress Resultants; 1.8 Restraint Forces and Restraint Force Resultants; 1.9 Summary and Conclusions; 2 Static Equilibrium; 2.1 Introduction; 2.2 Free Body Diagrams; 2.3 Equilibrium-Concentrated Forces; 2.3.1 Two Force Members and Pin Jointed Trusses; 2.3.2 Slender Rigid Bars; 2.3.3 Pulleys and Cables
2.3.4 Springs2.4 Equilibrium-Distributed Forces; 2.5 Equilibrium in Three Dimensions; 2.6 Equilibrium-Internal Forces and Stresses; 2.6.1 Equilibrium of Internal Forces in Three Dimensions; 2.6.2 Equilibrium in Two Dimensions-Plane Stress; 2.6.3 Equilibrium in One Dimension-Uniaxial Stress; 2.7 Summary and Conclusions; 3 Displacement, Strain, and Material Properties; 3.1 Introduction; 3.2 Displacement and Strain; 3.2.1 Displacement; 3.2.2 Strain; 3.3 Compatibility; 3.4 Linear Material Properties; 3.4.1 Hooke's Law in One Dimension-Tension; 3.4.2 Poisson's Ratio
3.4.3 Hooke's Law in One Dimension-Shear in Isotropic Materials3.4.4 Hooke's Law in Two Dimensions for Isotropic Materials; 3.4.5 Generalized Hooke's Law for Isotropic Materials; 3.5 Some Simple Solutions for Stress, Strain, and Displacement; 3.6 Thermal Strain; 3.7 Engineering Materials; 3.8 Fiber Reinforced Composite Laminates; 3.8.1 Hooke's Law in Two Dimensions for a FRP Lamina; 3.8.2 Properties of Unidirectional Lamina; 3.9 Plan for the Following Chapters; 3.10 Summary and Conclusions; 4 Classical Analysis of the Axially Loaded Slender Bar; 4.1 Introduction
4.2 Solutions from the Theory of Elasticity4.3 Derivation and Solution of the Governing Equations; 4.4 The Statically Determinate Case; 4.5 The Statically Indeterminate Case; 4.6 Variable Cross Sections; 4.7 Thermal Stress and Strain in an Axially Loaded Bar; 4.8 Shearing Stress in an Axially Loaded Bar; 4.9 Design of Axially Loaded Bars; 4.10 Analysis and Design of Pin Jointed Trusses; 4.11 Work and Energy-Castigliano's Second Theorem; 4.12 Summary and Conclusions; 5 A General Method for the Axially Loaded Slender Bar; 5.1 Introduction
5.2 Nodes, Elements, Shape Functions, and the Element Stiffness Matrix5.3 The Assembled Global Equations and Their Solution; 5.4 A General Method-Distributed Applied Loads; 5.5 Variable Cross Sections; 5.6 Analysis and Design of Pin-jointed Trusses; 5.7 Summary and Conclusions; 6 Torsion; 6.1 Introduction; 6.2 Torsional Displacement, Strain, and Stress; 6.3 Derivation and Solution of the Governing Equations; 6.4 Solutions from the Theory of Elasticity; 6.5 Torsional Stress in Thin Walled Cross Sections; 6.6 Work and Energy-Torsional Stiffness in a Thin Walled Tube
6.7 Torsional Stress and Stiffness in Multicell Sections
Record Nr. UNINA-9910826145903321
Eisley Joe  
Chichester, West Sussex, U.K. ; ; [Hoboken, NJ], : John Wiley & Sons, 2011
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Arbitrary Lagrangian-Eulerian and fluid-structure interaction [[electronic resource] ] : numerical simulation / / edited by Mhamed Souli, David J. Benson
Arbitrary Lagrangian-Eulerian and fluid-structure interaction [[electronic resource] ] : numerical simulation / / edited by Mhamed Souli, David J. Benson
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (314 p.)
Disciplina 620.106
624.1/71
624.171
Altri autori (Persone) SouliM
BensonD. J <1955-> (David J.)
Collana ISTE
Soggetto topico Fluid-structure interaction
Soggetto genere / forma Electronic books.
ISBN 1-118-55788-3
1-118-61868-8
1-299-31535-6
1-118-61970-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Arbitrary Lagrangian-Eulerian and Fluid-Structure Interaction; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Introduction to Arbitrary Lagrangian-Eulerian in Finite Element Methods; 1.1. Introduction; 1.2. Governing equations; 1.3. Operator splitting; 1.4. The Lagrangian step; 1.4.1. Governing equations; 1.4.2. The central difference method; 1.4.3. Element formulation; 1.4.4. Hourglass modes; 1.4.5. Stress rates; 1.4.6. Shock viscosity; 1.4.6.1. von Neumann-Richtmyer; 1.4.6.2. Standard quadratic and linear formulation; 1.4.6.3. Effect on time step size
1.4.7. Mixture theories1.4.7.1. Mean strain rate mixture theory; 1.4.7.2. Mean stress mixture theory; 1.5. Mesh relaxation; 1.6. The Eulerian step; 1.6.1. Transport in one dimension; 1.6.2. Multidimensional transport by operator Splitting; 1.6.3. Multidimensional transport on unstructured meshes; 1.6.4. Momentum transport; 1.6.4.1. Momentum transport using a dual mesh in one dimension; 1.6.4.2. Element-centered transport in one dimension; 1.6.5. Interface reconstruction; 1.6.5.1. Lagrangian methods; 1.6.5.2. Level set methods; 1.6.5.3. Volume of fluid methods; 1.7. Future research directions
1.8. BibliographyChapter 2. Fluid-Structure Interaction: Application to Dynamic Problems; 2.1. Introduction; 2.2. General ALE description of Navier-Stokes equations; 2.3. Fluid-structure interaction; 2.3.1. Contact algorithms for fluid-structure interaction problems; 2.3.2. Euler-Lagrange coupling; 2.3.3. Damping in the coupling; 2.4. Numerical applications; 2.4.1. Piston problem; 2.4.2. Two-dimensional slamming modeling; 2.4.2.1. Numerical approach of a two-dimensional slamming problem; 2.4.2.2. Numerical approach for rigid structure; 2.4.3. Airbag deployment; 2.4.4. Sloshing tank problem
2.4.4.1. Analytical treatment of the sloshing problem2.4.4.2. Sloshing in a rigid tank; 2.4.4.3. Frequency analysis for sloshing; 2.4.4.4. Application to a cylindrical flexible tank subjected to seismic loading; 2.5. Conclusion; 2.6. Acknowledgments; 2.7. Bibliography; Chapter 3. Implicit Partitioned Coupling in Fluid-Structure Interaction; 3.1. Introduction; 3.2. Computational fluid mechanics; 3.2.1. Governing equations; 3.2.1.1. Incompressible flows; 3.2.1.2. Inviscid flows; 3.2.2. Finite volume discretization; 3.2.2.1. Solution algorithms; 3.3. Computational structural mechanics
3.3.1. Governing equations3.3.1.1. Linear elasticity; 3.3.1.2. Plane stress problems; 3.3.1.3. Hyperelasticity; 3.3.2. Finite element methods; 3.4. Fluid-structure interaction algorithms; 3.4.1. ALE formulation; 3.4.2. Mesh dynamics; 3.4.2.1. Algebraic approaches; 3.4.2.2. Elliptic approaches; 3.4.3. Coupling methods; 3.4.3.1. Implicit partitioned coupling; 3.5. Results and applications; 3.5.1. Verification results; 3.5.2. Validation results; 3.5.3. Flow induced by solid deformation; 3.5.4. Interaction of flow and solid deformation; 3.6. Bibliography
Chapter 4. Avoiding Instabilities Caused by Added Mass Effects in Fluid-Structure Interaction Problems
Record Nr. UNINA-9910139247803321
London, : ISTE
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Arbitrary Lagrangian-Eulerian and fluid-structure interaction [[electronic resource] ] : numerical simulation / / edited by Mhamed Souli, David J. Benson
Arbitrary Lagrangian-Eulerian and fluid-structure interaction [[electronic resource] ] : numerical simulation / / edited by Mhamed Souli, David J. Benson
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (314 p.)
Disciplina 620.106
624.1/71
624.171
Altri autori (Persone) SouliM
BensonD. J <1955-> (David J.)
Collana ISTE
Soggetto topico Fluid-structure interaction
ISBN 1-118-55788-3
1-118-61868-8
1-299-31535-6
1-118-61970-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Arbitrary Lagrangian-Eulerian and Fluid-Structure Interaction; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Introduction to Arbitrary Lagrangian-Eulerian in Finite Element Methods; 1.1. Introduction; 1.2. Governing equations; 1.3. Operator splitting; 1.4. The Lagrangian step; 1.4.1. Governing equations; 1.4.2. The central difference method; 1.4.3. Element formulation; 1.4.4. Hourglass modes; 1.4.5. Stress rates; 1.4.6. Shock viscosity; 1.4.6.1. von Neumann-Richtmyer; 1.4.6.2. Standard quadratic and linear formulation; 1.4.6.3. Effect on time step size
1.4.7. Mixture theories1.4.7.1. Mean strain rate mixture theory; 1.4.7.2. Mean stress mixture theory; 1.5. Mesh relaxation; 1.6. The Eulerian step; 1.6.1. Transport in one dimension; 1.6.2. Multidimensional transport by operator Splitting; 1.6.3. Multidimensional transport on unstructured meshes; 1.6.4. Momentum transport; 1.6.4.1. Momentum transport using a dual mesh in one dimension; 1.6.4.2. Element-centered transport in one dimension; 1.6.5. Interface reconstruction; 1.6.5.1. Lagrangian methods; 1.6.5.2. Level set methods; 1.6.5.3. Volume of fluid methods; 1.7. Future research directions
1.8. BibliographyChapter 2. Fluid-Structure Interaction: Application to Dynamic Problems; 2.1. Introduction; 2.2. General ALE description of Navier-Stokes equations; 2.3. Fluid-structure interaction; 2.3.1. Contact algorithms for fluid-structure interaction problems; 2.3.2. Euler-Lagrange coupling; 2.3.3. Damping in the coupling; 2.4. Numerical applications; 2.4.1. Piston problem; 2.4.2. Two-dimensional slamming modeling; 2.4.2.1. Numerical approach of a two-dimensional slamming problem; 2.4.2.2. Numerical approach for rigid structure; 2.4.3. Airbag deployment; 2.4.4. Sloshing tank problem
2.4.4.1. Analytical treatment of the sloshing problem2.4.4.2. Sloshing in a rigid tank; 2.4.4.3. Frequency analysis for sloshing; 2.4.4.4. Application to a cylindrical flexible tank subjected to seismic loading; 2.5. Conclusion; 2.6. Acknowledgments; 2.7. Bibliography; Chapter 3. Implicit Partitioned Coupling in Fluid-Structure Interaction; 3.1. Introduction; 3.2. Computational fluid mechanics; 3.2.1. Governing equations; 3.2.1.1. Incompressible flows; 3.2.1.2. Inviscid flows; 3.2.2. Finite volume discretization; 3.2.2.1. Solution algorithms; 3.3. Computational structural mechanics
3.3.1. Governing equations3.3.1.1. Linear elasticity; 3.3.1.2. Plane stress problems; 3.3.1.3. Hyperelasticity; 3.3.2. Finite element methods; 3.4. Fluid-structure interaction algorithms; 3.4.1. ALE formulation; 3.4.2. Mesh dynamics; 3.4.2.1. Algebraic approaches; 3.4.2.2. Elliptic approaches; 3.4.3. Coupling methods; 3.4.3.1. Implicit partitioned coupling; 3.5. Results and applications; 3.5.1. Verification results; 3.5.2. Validation results; 3.5.3. Flow induced by solid deformation; 3.5.4. Interaction of flow and solid deformation; 3.6. Bibliography
Chapter 4. Avoiding Instabilities Caused by Added Mass Effects in Fluid-Structure Interaction Problems
Record Nr. UNINA-9910829912203321
London, : ISTE
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Arbitrary Lagrangian-Eulerian and fluid-structure interaction : numerical simulation / / edited by Mhamed Souli, David J. Benson
Arbitrary Lagrangian-Eulerian and fluid-structure interaction : numerical simulation / / edited by Mhamed Souli, David J. Benson
Pubbl/distr/stampa London, : ISTE
Descrizione fisica 1 online resource (314 p.)
Disciplina 624.1/71
Altri autori (Persone) SouliM
BensonD. J <1955-> (David J.)
Collana ISTE
Soggetto topico Fluid-structure interaction
ISBN 1-118-55788-3
1-118-61868-8
1-299-31535-6
1-118-61970-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Arbitrary Lagrangian-Eulerian and Fluid-Structure Interaction; Title Page; Copyright Page; Table of Contents; Introduction; Chapter 1. Introduction to Arbitrary Lagrangian-Eulerian in Finite Element Methods; 1.1. Introduction; 1.2. Governing equations; 1.3. Operator splitting; 1.4. The Lagrangian step; 1.4.1. Governing equations; 1.4.2. The central difference method; 1.4.3. Element formulation; 1.4.4. Hourglass modes; 1.4.5. Stress rates; 1.4.6. Shock viscosity; 1.4.6.1. von Neumann-Richtmyer; 1.4.6.2. Standard quadratic and linear formulation; 1.4.6.3. Effect on time step size
1.4.7. Mixture theories1.4.7.1. Mean strain rate mixture theory; 1.4.7.2. Mean stress mixture theory; 1.5. Mesh relaxation; 1.6. The Eulerian step; 1.6.1. Transport in one dimension; 1.6.2. Multidimensional transport by operator Splitting; 1.6.3. Multidimensional transport on unstructured meshes; 1.6.4. Momentum transport; 1.6.4.1. Momentum transport using a dual mesh in one dimension; 1.6.4.2. Element-centered transport in one dimension; 1.6.5. Interface reconstruction; 1.6.5.1. Lagrangian methods; 1.6.5.2. Level set methods; 1.6.5.3. Volume of fluid methods; 1.7. Future research directions
1.8. BibliographyChapter 2. Fluid-Structure Interaction: Application to Dynamic Problems; 2.1. Introduction; 2.2. General ALE description of Navier-Stokes equations; 2.3. Fluid-structure interaction; 2.3.1. Contact algorithms for fluid-structure interaction problems; 2.3.2. Euler-Lagrange coupling; 2.3.3. Damping in the coupling; 2.4. Numerical applications; 2.4.1. Piston problem; 2.4.2. Two-dimensional slamming modeling; 2.4.2.1. Numerical approach of a two-dimensional slamming problem; 2.4.2.2. Numerical approach for rigid structure; 2.4.3. Airbag deployment; 2.4.4. Sloshing tank problem
2.4.4.1. Analytical treatment of the sloshing problem2.4.4.2. Sloshing in a rigid tank; 2.4.4.3. Frequency analysis for sloshing; 2.4.4.4. Application to a cylindrical flexible tank subjected to seismic loading; 2.5. Conclusion; 2.6. Acknowledgments; 2.7. Bibliography; Chapter 3. Implicit Partitioned Coupling in Fluid-Structure Interaction; 3.1. Introduction; 3.2. Computational fluid mechanics; 3.2.1. Governing equations; 3.2.1.1. Incompressible flows; 3.2.1.2. Inviscid flows; 3.2.2. Finite volume discretization; 3.2.2.1. Solution algorithms; 3.3. Computational structural mechanics
3.3.1. Governing equations3.3.1.1. Linear elasticity; 3.3.1.2. Plane stress problems; 3.3.1.3. Hyperelasticity; 3.3.2. Finite element methods; 3.4. Fluid-structure interaction algorithms; 3.4.1. ALE formulation; 3.4.2. Mesh dynamics; 3.4.2.1. Algebraic approaches; 3.4.2.2. Elliptic approaches; 3.4.3. Coupling methods; 3.4.3.1. Implicit partitioned coupling; 3.5. Results and applications; 3.5.1. Verification results; 3.5.2. Validation results; 3.5.3. Flow induced by solid deformation; 3.5.4. Interaction of flow and solid deformation; 3.6. Bibliography
Chapter 4. Avoiding Instabilities Caused by Added Mass Effects in Fluid-Structure Interaction Problems
Record Nr. UNINA-9910876889603321
London, : ISTE
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Basic structural dynamics [[electronic resource] /] / James C. Anderson, Farzad Naeim
Basic structural dynamics [[electronic resource] /] / James C. Anderson, Farzad Naeim
Autore Anderson J. C (James C.), <1939->
Pubbl/distr/stampa Hoboken, N.J., : John Wiley & Sons, Inc., c2012
Descrizione fisica xii, 275 p. : ill
Disciplina 624.1/71
Altri autori (Persone) NaeimFarzad
Soggetto topico Structural dynamics
ISBN 1-118-27913-1
9786613721174
1-118-27911-5
1-280-87986-6
1-118-27908-5
1-118-27909-3
Classificazione TEC063000
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910208830103321
Anderson J. C (James C.), <1939->  
Hoboken, N.J., : John Wiley & Sons, Inc., c2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Basic structural dynamics / / James C. Anderson, Farzad Naeim
Basic structural dynamics / / James C. Anderson, Farzad Naeim
Autore Anderson J. C (James C.), <1939->
Pubbl/distr/stampa Hoboken, N.J., : John Wiley & Sons, Inc., c2012
Descrizione fisica xii, 275 p. : ill
Disciplina 624.1/71
Altri autori (Persone) NaeimFarzad
Soggetto topico Structural dynamics
ISBN 1-118-27913-1
9786613721174
1-118-27911-5
1-280-87986-6
1-118-27908-5
1-118-27909-3
Classificazione TEC063000
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910810499503321
Anderson J. C (James C.), <1939->  
Hoboken, N.J., : John Wiley & Sons, Inc., c2012
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui