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Development of geomaterial parameters for numerical simulations using the Holmquist-Johnson-Cook constitutive model for concrete [[electronic resource] /] / Christopher S. Meyer
| Development of geomaterial parameters for numerical simulations using the Holmquist-Johnson-Cook constitutive model for concrete [[electronic resource] /] / Christopher S. Meyer |
| Autore | Meyer Christopher S |
| Pubbl/distr/stampa | Aberdeen Proving Ground, MD : , : Army Research Laboratory, , [2011] |
| Descrizione fisica | 1 online resource (iv, 18 pages) : illustrations |
| Collana | ARL-TR |
| Soggetto topico |
Structural dynamics
Engineering geology Computer simulation Concrete |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910700525403321 |
Meyer Christopher S
|
||
| Aberdeen Proving Ground, MD : , : Army Research Laboratory, , [2011] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard
| Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina |
624.1/762
624.1834 |
| Altri autori (Persone) |
MazarsJacky
MillardAlain |
| Collana | ISTE |
| Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
| Record Nr. | UNINA-9910139523203321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard
| Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina |
624.1/762
624.1834 |
| Altri autori (Persone) |
MazarsJacky
MillardAlain |
| Collana | ISTE |
| Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
| ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
| Record Nr. | UNINA-9910830464503321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard
| Dynamic behavior of concrete and seismic engineering [[electronic resource] /] / edited by Jacky Mazars, Alain Millard |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (390 p.) |
| Disciplina |
624.1/762
624.1834 |
| Altri autori (Persone) |
MazarsJacky
MillardAlain |
| Collana | ISTE |
| Soggetto topico |
Earthquake resistant design
Structural dynamics Concrete - Plastic properties Buildings, Reinforced concrete - Earthquake effects |
| ISBN |
1-282-16535-6
9786612165351 0-470-61155-3 0-470-39421-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Dynamic Behavior of Concrete and Seismic Engineering; Table of Contents; Preface; Chapter 1. Dynamic Behavior of Concrete: Experimental Aspects; 1.1. Introduction; 1.1.1. Meaning of the word "dynamic"; 1.1.2. Reminders about dynamic experimentation; 1.1.3. Identifying the behavior of concrete under fast dynamic loadings; 1.2. Tests in which the transient rate has little influence; 1.2.1. Tests involving deviatoric behavior; 1.2.2. Tests with prevailing spherical behavior; 1.3. Tests with transient phase conditioned interpretations; 1.3.1. Tests involving mainly traction behavior
1.3.2. Tests implementing compression behavior1.4. Other tests; 1.4.1. Tests adaptable to an energetic approach; 1.4.2. Validation tests on structures requiring an inverse analysis; 1.5. Synthesis of the experimental data on concrete and associated materials; 1.5.1. Data on cement paste mortar and concrete; 1.5.2. Data available for reinforced concrete; 1.5.3. Data about fiber-reinforced concretes; 1.6. Conclusion; 1.7. Bibliography; Chapter 2. Dynamic Behavior of Concrete: Constitutive Models; 2.1. Dynamics of concrete structures; 2.1.1. Macroscopic phenomena; 2.1.2. Perforation 2.1.3. Ejection of fragments2.1.4. Loading range; 2.1.5. Loading path; 2.2. Fast dynamics applied to concrete; 2.2.1. Impacts and waves; 2.2.2. Impact and shock polar curve; 2.2.3. Shock between two solids; 2.3. Scabbing; 2.4. Effect of a shock wave on the structure of materials; 2.5. Modeling types; 2.5.1. Behavior description theoretical frames; 2.5.2. Integrating sensitivity to the strain rate; 2.5.3. Elasto-plasticity and criteria; 2.5.4. Damage; 2.5.5. Notion of a state law; 2.5.6. Location limiter and time sensitivity; 2.6. Models; 2.6.1. Elasticity-based model 2.6.2. Models based on the theory of plasticity2.6.3. Models based on damage mechanics; 2.6.4. Model coupling damage and plasticity; 2.6.5. Model coupling damage and mechanics of porous media; 2.6.6. Model deriving from a hydrodynamic approach; 2.6.7. Endochronic models; 2.6.8. Discrete element method; 2.7. Conclusion; 2.7.1. Main features of the models; 2.7.2. Contribution of distinct elements; 2.8. Bibliography; Chapter 3. Seismic Ground Motion; 3.1. Introduction; 3.2. Measuring seismic motions; 3.2.1. Differences between seismological and accelerometer networks 3.2.2. Accelerometer networks3.2.3. Accelerometer data banks; 3.3. Quantitative characterization of seismic movements; 3.3.1. Time maximum values; 3.3.2. Spectral characterizations; 3.3.3. Features of hybrid characterizations; 3.3.4. Caveats regarding differential motions; 3.4. Factors affecting seismic motions; 3.4.1. Spectral signature of the seismic source; 3.4.2. Effects of propagation in the Earth's crust; 3.4.3. Site effects; 3.5. Conclusions; 3.6. Bibliography; Chapter 4. Soil Behavior: Dynamic Soil-Structure Interactions; Introduction; 4.1. Behavior of soils under seismic loading 4.1.1. Influence of the nature of soils on seismic movements |
| Record Nr. | UNINA-9910840776603321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla
| Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla |
| Pubbl/distr/stampa | Hackensack, NJ, : World Scientific, c2006 |
| Descrizione fisica | 1 online resource (374 p.) |
| Disciplina | 620.1/26 |
| Altri autori (Persone) | ShuklaA (Arun) |
| Soggetto topico |
Fracture mechanics
Structural dynamics |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-281-92468-7
9786611924683 981-277-332-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents ; Preface ; 1 Modeling Dynamic Fracture Using Large-Scale Atomistic Simulations ; 1 Introduction ; 2 Large-scale atomistic modeling of dynamic fracture: A fundamental viewpoint ; 3 Constrained cracks in homogeneous materials: How fast can cracks propagate?
4 Dynamical crack tip instabilities 5 Dynamic crack propagation along interfaces between dissimilar materials: Mother- daughter- and granddaughter cracks ; 6 Summary and conclusion ; Acknowledgments ; References ; 2 Dynamic Crack Initiation Toughness ; 1 Introduction 2 Mode I initiation toughness: Compact compression Specimen and H integral 3 The one-point impact technique ; 4 Specific issues related to the one-point impact technique ; 5 Characteristic experimental results ; 6 On the rate sensitivity of the dynamic initiation toughness 7 Dynamic mode II loading 8 Effects of thermomechanical couplings in fracture ; 9 Discussion and conclusion ; References ; 3 The Dynamics of Rapidly Moving Tensile Cracks in Brittle Amorphous Material ; 1 Introduction 2 A quantitative comparison of the equation of motion with experiment 3 Instability in dynamic fracture ; 4 Crack Front Waves ; 5 Three Dimensional Effects and Crack Front Inertia ; 6 Discussion and conclusions ; References ; 4 Optical Methods for Dynamic Fracture Mechanics 1 Photoelasticity |
| Record Nr. | UNINA-9910451069303321 |
| Hackensack, NJ, : World Scientific, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla
| Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla |
| Pubbl/distr/stampa | Hackensack, NJ, : World Scientific, c2006 |
| Descrizione fisica | 1 online resource (374 p.) |
| Disciplina | 620.1/26 |
| Altri autori (Persone) | ShuklaA (Arun) |
| Soggetto topico |
Fracture mechanics
Structural dynamics |
| ISBN |
1-281-92468-7
9786611924683 981-277-332-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents ; Preface ; 1 Modeling Dynamic Fracture Using Large-Scale Atomistic Simulations ; 1 Introduction ; 2 Large-scale atomistic modeling of dynamic fracture: A fundamental viewpoint ; 3 Constrained cracks in homogeneous materials: How fast can cracks propagate?
4 Dynamical crack tip instabilities 5 Dynamic crack propagation along interfaces between dissimilar materials: Mother- daughter- and granddaughter cracks ; 6 Summary and conclusion ; Acknowledgments ; References ; 2 Dynamic Crack Initiation Toughness ; 1 Introduction 2 Mode I initiation toughness: Compact compression Specimen and H integral 3 The one-point impact technique ; 4 Specific issues related to the one-point impact technique ; 5 Characteristic experimental results ; 6 On the rate sensitivity of the dynamic initiation toughness 7 Dynamic mode II loading 8 Effects of thermomechanical couplings in fracture ; 9 Discussion and conclusion ; References ; 3 The Dynamics of Rapidly Moving Tensile Cracks in Brittle Amorphous Material ; 1 Introduction 2 A quantitative comparison of the equation of motion with experiment 3 Instability in dynamic fracture ; 4 Crack Front Waves ; 5 Three Dimensional Effects and Crack Front Inertia ; 6 Discussion and conclusions ; References ; 4 Optical Methods for Dynamic Fracture Mechanics 1 Photoelasticity |
| Record Nr. | UNINA-9910784961103321 |
| Hackensack, NJ, : World Scientific, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla
| Dynamic fracture mechanics [[electronic resource] /] / editor, Arun Shukla |
| Pubbl/distr/stampa | Hackensack, NJ, : World Scientific, c2006 |
| Descrizione fisica | 1 online resource (374 p.) |
| Disciplina | 620.1/26 |
| Altri autori (Persone) | ShuklaA (Arun) |
| Soggetto topico |
Fracture mechanics
Structural dynamics |
| ISBN |
1-281-92468-7
9786611924683 981-277-332-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Contents ; Preface ; 1 Modeling Dynamic Fracture Using Large-Scale Atomistic Simulations ; 1 Introduction ; 2 Large-scale atomistic modeling of dynamic fracture: A fundamental viewpoint ; 3 Constrained cracks in homogeneous materials: How fast can cracks propagate?
4 Dynamical crack tip instabilities 5 Dynamic crack propagation along interfaces between dissimilar materials: Mother- daughter- and granddaughter cracks ; 6 Summary and conclusion ; Acknowledgments ; References ; 2 Dynamic Crack Initiation Toughness ; 1 Introduction 2 Mode I initiation toughness: Compact compression Specimen and H integral 3 The one-point impact technique ; 4 Specific issues related to the one-point impact technique ; 5 Characteristic experimental results ; 6 On the rate sensitivity of the dynamic initiation toughness 7 Dynamic mode II loading 8 Effects of thermomechanical couplings in fracture ; 9 Discussion and conclusion ; References ; 3 The Dynamics of Rapidly Moving Tensile Cracks in Brittle Amorphous Material ; 1 Introduction 2 A quantitative comparison of the equation of motion with experiment 3 Instability in dynamic fracture ; 4 Crack Front Waves ; 5 Three Dimensional Effects and Crack Front Inertia ; 6 Discussion and conclusions ; References ; 4 Optical Methods for Dynamic Fracture Mechanics 1 Photoelasticity |
| Record Nr. | UNINA-9910828314003321 |
| Hackensack, NJ, : World Scientific, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic Substructures . Volume 4. : Proceedings of the 41st IMAC, a Conference and Exposition on Structural Dynamics 2023 / / Matthew Allen [and five others]
| Dynamic Substructures . Volume 4. : Proceedings of the 41st IMAC, a Conference and Exposition on Structural Dynamics 2023 / / Matthew Allen [and five others] |
| Autore | Allen Matthew |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer Nature Switzerland AG, , [2024] |
| Descrizione fisica | 1 online resource (127 pages) |
| Disciplina | 624.171 |
| Collana | Conference Proceedings of the Society for Experimental Mechanics Series |
| Soggetto topico | Structural dynamics |
| ISBN | 3-031-36694-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- Preface -- Contents -- 1 A Genetic Algorithm-Based Optimization Approach for Fixture Design that Preserves Desired Dynamic Response Characteristics -- 1.1 Introduction -- 1.2 Approach -- 1.3 Problem Setup and Analysis -- 1.4 Results -- 1.5 Conclusions -- References -- 2 Substructure Modeling and Interface Characterization of Lap-Joint Beam -- 2.1 Introduction -- 2.2 Lap-Joint Beam and Substructure Modeling -- 2.3 Eigenvalue Problem Validation -- 2.4 Conclusions -- References -- 3 Characterization of Rubber Mounts Through Virtual Point Transformation Using Different Boundary Conditions in the Context of Dynamic Substructuring -- 3.1 introduction -- 3.2 Virtual Point Transformation -- 3.3 System of Study -- 3.4 Error Evaluation -- 3.5 Measurements in Free-Free Boundary Conditions -- 3.6 Measurements in Fixed Boundary Conditions -- 3.7 Conclusions -- References -- 4 Investigation of Multiple Branches in Nonlinear Oscillators Using Real-Time Hybrid Testing -- 4.1 Introduction -- 4.2 Analytical Model and Approximate Solution -- 4.3 Variable System Configuration -- 4.4 Experimental Results -- 4.5 Conclusion -- References -- 5 A First Experience with Multidimensional Contact Real-Time Hybrid Substructuring: Toward Testing of Foot Prostheses -- 5.1 Introduction -- 5.2 System Design -- 5.3 Simulation Setup -- 5.4 Normalized Passivity Control (NPC) -- 5.5 Simulation Results -- 5.6 Conclusion -- 5.7 Appendix -- References -- 6 Real-Time Hybrid Substructuring Using an Inertial Shaker Transfer System -- 6.1 Introduction -- 6.2 Real-Time Hybrid Substructuring (RTHS) Realizations -- 6.2.1 Realization 1 -- 6.2.2 Realization 2 -- 6.3 Experimental Setup -- 6.3.1 Fully Experimental Setup -- 6.3.2 Fully Numerical Setup -- 6.3.3 Transfer System Compensation -- 6.3.4 Realization 1 Setup -- 6.3.5 Realization 2 Setup -- 6.4 Results.
6.4.1 System Identification -- 6.4.2 RTHS Tests -- 6.5 Conclusion -- References -- 7 A Review of Using Transfer Path Analysis Methods to Derive Multi-axis VibrationEnvironments -- 7.1 Introduction and Motivation -- 7.2 Transfer Path Analysis Theoretical Background -- 7.3 Example of a Basic System -- 7.4 Discussion -- 7.5 Areas for Future Work -- 7.6 Conclusions -- References -- 8 How Virtual Points, Component TPA, and Frequency-Based Substructuring Disrupted the Vehicle Suspension Development Process -- 8.1 Introduction -- 8.2 Approach -- 8.2.1 System Modeling -- 8.2.2 System VP-FRF -- 8.2.3 Blocked Forces -- 8.2.4 Stiffness Injection -- 8.2.5 Genetic Algorithm Optimization -- 8.3 Conclusion -- References -- 9 In-Situ Component-Based TPA for Time-Variant Dynamic Systems: A State-Space Formulation -- 9.1 Introduction -- 9.2 In-Situ Component-Based TPA -- 9.3 Linear Parameter-Varying models -- 9.4 Numerical Example -- 9.5 Conclusion -- References -- 10 Isolation and Expansion of Gyroscopic Effects Using Frequency-Based Substructuring -- 10.1 Gyroscopic Terms -- 10.2 Isolation and Expansion Using Frequency-Based Substructuring -- 10.2.1 Isolation -- 10.2.1.1 Virtual Point Transformation -- 10.2.1.2 Decoupling -- 10.2.1.3 Parameterization -- 10.2.2 Expansion -- 10.3 Isolation and Expansion by Using Symmetry -- 10.4 Simulation Results -- 10.5 Conclusion and Outlook -- Appendix -- Note on Singularity in LM-FBS -- References -- 11 Development of Power Flow Sensitivity Analysis for Experimental Data Using Virtual Point Transformation -- 11.1 Introduction -- 11.2 Virtual Point Transformation -- 11.3 Experimental Power Flow Sensitivity -- 11.4 Quality Indicators -- 11.5 Case Study: Complex Conjugate Impedance -- 11.6 Results -- 11.7 Conclusion -- References -- 12 An Experimental Exercise as Part of the Substructuring Benchmark Structure Challenge. 12.1 Introduction -- 12.2 Substructuring Exercise -- 12.3 Vibrational Testing -- 12.4 Conclusion -- References -- 13 Using Component-Based TPA to Translate Vibration Environments Between Versions of the Round-Robin Structure with FRFs Derived from Analytical Models -- 13.1 Introduction and Motivation -- 13.2 Description of the System Under Study -- 13.3 Description of the Performed Experiments -- 13.4 Initial TPA Efforts and Results -- 13.5 Conclusions -- References -- 14 Fixture Design and Analysis for Multi-axis Mechanical Shock Testing -- 14.1 Introduction -- 14.2 Angle Bracket Fixture Design -- 14.3 Simulation Results -- 14.4 Conclusions -- References. |
| Record Nr. | UNINA-9910760269703321 |
|
Allen Matthew
|
||
| Cham, Switzerland : , : Springer Nature Switzerland AG, , [2024] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic substructures . Volume 4 : proceedings of the 40th IMAC, a conference and exposition on structural dynamics 2022 / / edited by Matthew Allen, Walter D'Ambrogio, Dan Roettgen
| Dynamic substructures . Volume 4 : proceedings of the 40th IMAC, a conference and exposition on structural dynamics 2022 / / edited by Matthew Allen, Walter D'Ambrogio, Dan Roettgen |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2023] |
| Descrizione fisica | 1 online resource (133 pages) |
| Disciplina | 624.171 |
| Collana | Conference Proceedings of the Society for Experimental Mechanics Ser. |
| Soggetto topico | Structural dynamics |
| ISBN | 3-031-04094-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910627270303321 |
| Cham, Switzerland : , : Springer, , [2023] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Dynamic substructures . Volume 4 : proceedings of the 39th IMAC, a conference and exposition on structural dynamics 2021 / / edited by Matthew S. Allen, Walter D'Ambrogio, and Dan Roettgen
| Dynamic substructures . Volume 4 : proceedings of the 39th IMAC, a conference and exposition on structural dynamics 2021 / / edited by Matthew S. Allen, Walter D'Ambrogio, and Dan Roettgen |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2022] |
| Descrizione fisica | 1 online resource (107 pages) |
| Disciplina | 624.171 |
| Collana | Conference Proceedings of the Society for Experimental Mechanics Ser. |
| Soggetto topico | Structural dynamics |
| ISBN | 3-030-75910-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910522961003321 |
| Cham, Switzerland : , : Springer, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Soggetto topico
-
Structural dynamics
(165)
- Structural analysis (Engineering) (14)
- Earthquake engineering (12)
- Vibration (11)
- Stochastic processes (10)