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Dynamic Substructuring & Transfer Path Analysis,Vol. 4
Front Cover
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Conference Proceedings of the Society for Experimental Mechanics Series
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Dynamic Substructuring & Transfer Path Analysis, Vol. 4
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Preface
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Contents
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Modal Vibration Testing of a Frame and Wing Structure
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Introduction
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Testing Procedure
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Frequency Response
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Mode Frequencies and Shapes
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Hilbert Transform and Nonlinear Analysis
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Conclusion
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Toward 3D Experimental Impulse-Based Substructuring Using the Virtual Point Transformation
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Introduction
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Theory of Impulse-Based Substructuring
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Virtual Point Transformation for IBS
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Experimental Setup
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Experimental Results
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Conclusion
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A Look at Overfitting in Source Estimation Problems
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Introduction
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Theoretical Model for Overfitting in Source Estimation
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Cross Validation as a Method to Identify Overfitting
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Regularization as a Method to Mitigate overfitting
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Example Problem for the Overfitting Study
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Testing The Hypothesis For Overfitting
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Evaluating How Regularization Mitigates Overfitting
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Testing the CV Hypothesis
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Conclusion
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A Numerical Decoupling of a Wing Together with Two Nonlinear Radius-pylons, from the Technical Division's Substructuring Four-unit Frame Structure
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Introduction
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Testing
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Modal Analysis
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Conclusion
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Finite Element Modeling and Substructuring to Simulate Shock Plate Testing
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Introduction
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Methods
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Developing the Abaqus Model
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Response of Plate to Impulsive Loading
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Results
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Conclusion
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Introduction
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Method
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Transfer Path Analysis
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Equivalent force for transfer function estimation
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Towards condition monitoring of joints
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Estimation of joint dynamics connected to a rigid wall
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Numerical case study
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Simulation setup
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Results
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Conclusion and Outlook
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Appendix: Results for high correlation of equivalent forces
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Frequency Response Function Expansion using a Symmetry Preserving Gysin Expansion Technique
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Introduction
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FRF Expansion Methodologies
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Gysin Expansion
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Symmetry Constrained Gysin Expansion
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Numerical Case Study
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Conclusion
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Cutting Force Estimation in Sensor-Equipped Metal Cutting Tools Using Strain-Force Transfer Function
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Introduction
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Method
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Experimental Verification and Results
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Conclusion
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Enhanced Mode Selection in Modal Domain Substructuring on the Round Robin Structure
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Introduction
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Primal Formulation of Modal Substructuring
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Modal Domain Virtual Point Transformation
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Mode Selection Framework
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Round Robin Structure Case Study
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Conclusion
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Investigation of the Use of Commercial Robotic Arms for Real-Time Hybrid Substructuring
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Introduction
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RTHS Test Setup
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Simulative Investigation
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Experimental Results
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Conclusion
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Model Initialization in Real Time Hybrid Testing for Experimental Detection of Isolated Branches
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Introduction
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Analytical Model and Coupled Simulation
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Variable System Configuration
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Experimental Results
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Conclusion
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Extrapolating Dynamic Transfer Functions from Multi-Input Multi-Output Vibration Testing and Simulation
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Introduction
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Analysis
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Conclusion
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Revisiting the Dual Admittance-Based Quasi-Static Formulation for the Identification of Linear Joint Dynamics with Dynamic Substructuring
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Introduction
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Quasi-static Substructuring Identification
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Quasi-static primal formulation with impedances: Inverse Substructuring
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Quasi-static dual formulation with admittances: LM-FBS with weakened interface
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On the equivalence between primal and dual quasi-static formulations
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Admittance-based primal derivation
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Admittance-based dual derivation
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Conclusion
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Some Matrix Inversion Properties
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On the Use of Frequency-Dependent Modal Basis for Interface Modeling in Frequency-Based Substructuring
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Introduction
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Theoretical Background and Notation
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Case Study
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Assessing the Importance of Contact Joints Relative to Other Sources of Uncertainty in Dynamic Substructuring
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Introduction
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Background
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Methodology
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Conclusion
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Acknowledgments
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High-frequency Dynamic Characterization of Rubber Mounts through an Enhanced Virtual Point Transformation
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Introduction
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Dynamic mount characterization through the virtual point transformation
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Enhanced Virtual Point Transformation to Account for Fixture Flexibility
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Numerical Validation of the Enhanced VPT
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Experimental Validation: High-Frequency Dynamic Mount Stiffness Identification
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Conclusion
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