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Alessandro Mango Furnari
Model Order Reduction: Comparison of Techniques
and Application to a Slewing Flexible Beam
1
Academic Year 2014/2015
DEPARTMENT OF INDUSTRIAL ENGINEERING
Master’s Thesis in Mechanical Engineering for Design and Production
Supervisors: Candidate:
Prof. Ing. Stanislao Patalano Alessandro Mango Furnari
Prof. Ing. Régis Plateaux
Prof. Ing. Jean-Luc Dion
2
OUTLINE
Alessandro Mango Furnari
Model Order Reduction (MOR)
MOR
Structural
Dynamics
Systems & Control
Numerical
Mathematics
Detailed Presentation
ClassificationQualitative Comparison
Slewing
Flexible
Beam
Reduction
Techniques
Quantitative Comparison
Study
Modeling
3
1. INTRODUCTION
Alessandro Mango Furnari
What is Model Order Reduction about ?
Continuous Model:
Partial Differential
Equations
Reduced-Order
Model:
m Ordinary Differential
Equations
(𝑚 ≪ 𝑛)
Discrete Model:
n Ordinary Differential
Equations
Physical
System
Discretization
MOR
Simulation
Control
Stanford Bunny [Harvard University, Microsoft Research]High-Order
Dynamical Systems
4
2. MOR IN DIFFERENT FIELDS
Alessandro Mango Furnari
Differences:
• First-Order Form versus Second-Order Form
• Input-Output Behaviour versus Global Behaviour
• Interpretation of Reduction Space
• Frequency Domain versus Time Domain Based Reduction
• Automatic versus User-Dependent Model Reduction
Model Order Reduction in Different Fields
Structural Dynamics
(Modal Truncation)
Systems & Control
(Balanced Truncation)
Numerical Mathematics
(Krylov Subspace Projection)
Model Order Reduction
5Alessandro Mango Furnari
Model Order Reduction in Structural Dynamics
Physical Coordinate
Reduction
Hybrid Coordinate
Reduction
Generalized Coordinate
Reduction
Structural Dynamics
Reduction Procedures
• Component Mode Synthesis:
• Fixed Interface Method
• Craig-Bampton TAM
• Free Interface Method
• Static Guyan Condensation
• Generalized Static Guyan
Condensation
• Quasistatic Guyan
Condensation
• Generalized Quasistatic
Guyan Condensation
• Modal Truncation:
• Mode Displacement
• Mode Acceleration
• Ritz Vector Methods:
• Static Ritz Vector
• Quasistatic Ritz Vector
2. MOR IN DIFFERENT FIELDS
6Alessandro Mango Furnari
First-Order Form vs Second-Order Form
2. MOR IN DIFFERENT FIELDS
First-OrderForm
Full-Order Model Reduced-Order Model
Coordinate
Transformation
Second-OrderForm
Full-Order
Model
Reduced-Order
Model
Coordinate
Transformation
7Alessandro Mango Furnari
2. MOR IN DIFFERENT FIELDS
Legend
Comparison aimed to a motivated choice
Summary Table
Desired Properties Retained in the Reduced Model
8
3. MODELING OF A SLEWING FLEXIBLE BEAM
Alessandro Mango Furnari
The robot weight to payload ratio has decreased
from 15 to 5 during the last 20 years.
This development leads to the presence of
vibration modes inside the control bandwidth
and enhances the need for accurate models [1].
Slewing Flexible Beams: Industrial and Research Stakes
Industrial Robot (IRB4600 from ABB)
Experimental Setup of a
Single-Link Flexible Manipulator
Helicopter Rotor Blades
[1] S. Moberg et al. “Modeling and Parameter Estimation of Robot Manipulators using Extended Flexible Joint Models”. In:
Journal of Dynamic Systems, Measurement, and Control 136.3 (2013).
9Alessandro Mango Furnari
Experimental Setup
3. MODELING OF A SLEWING FLEXIBLE BEAM
• DC Electric Motor
• Speed Reducer
• Strain Gauge
• Dynamo Tachometer
• Voltage Amplifier
• dSPACE Controller Board
System Components
Slewing
Flexible
Beam
Continuous
Model
Discretization
Comparison
Modeling
FE Model
Reduced
FE Model
Experimental
Validation
Full
Model
MOR
* Reduction of Rotational
DOF by means of Guyan
Condensation Method
MOR*
10Alessandro Mango Furnari
Time-Domain Validation: Strain Response to an
Angular Velocity Step Input
3. MODELING OF A SLEWING FLEXIBLE BEAM
zoom
Coordinate
Transformation
Discretization:
Assumed Modes Method
Hypothesis:
• Low Angular Velocity
• High Value of 𝐼
Continuous Model of the Slewing Flexible Beam
Analytical Mechanics
11Alessandro Mango Furnari
Comparison of three Beam FE Models
Correlated Coefficient For Modal Vector
Percent Error of natural frequency
3. MODELING OF A SLEWING FLEXIBLE BEAM
Consistent-Mass Model with 2 DOF for each node
Consistent-Mass Model with 1 transl. DOF for each node
Lumped-Mass Model with 1 transl. DOF for each node
•
•
•
12
4. FREQUENCY-DOMAIN BASED COMPARISON
Alessandro Mango Furnari
Static Condensation
masters: 1 through 20 (S. C.)
masters: 15, 35, 50 (S. C.)
Observations:
• A 3-DOF model can be much
more accurate than a 20-DOF
model if the masters are appro-
priately chosen;
• This means that the accuracy of
the reduced model highly de-
pends on the analyst's choice of
masters.
Reduction Procedure:
• Full Model: FE Model with 50 translational DOF
• Frequency Domain Based Comparison
13Alessandro Mango Furnari
Fixed Interface Method vs Static Condensation
4. FREQUENCY-DOMAIN BASED COMPARISON
Observations:
• Fixed Interface Method may be
considered as an improvement of
Static Condensation Method.
• The valid frequency range of Fixed
Interface Method is wider than that
of Static Condensation Method.
Transformation Matrix:
masters: 50 (S. C.)
masters: 50
modes: 1, 2
(F. I. M.)
14
5. CONCLUSION
Alessandro Mango Furnari
Conclusion
MOR
Structural
Dynamics
Systems & Control
Numerical
Mathematics
Detailed Presentation
ClassificationQualitative Comparison
Slewing
Flexible
Beam
Reduction
Techniques
Quantitative Comparison
Study
Modeling
Summary Table
Experimental
Validation
Verification
Description
•Static Condensation
•Generalized Static
Condensation
•Quasistatic Condensation
•Generalized Quasistatic
Condensation
•Mode Displacement
•Static Ritz Vector
•Quasistatic Ritz Vector
•Fixed Interface Component
Mode Synthesis
•Asymptotic Waveform
Evaluation
15
THANK YOU FOR YOUR ATTENTION !
Alessandro Mango Furnari
Alessandro Mango Furnari

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Presentation

  • 1. Alessandro Mango Furnari Model Order Reduction: Comparison of Techniques and Application to a Slewing Flexible Beam 1 Academic Year 2014/2015 DEPARTMENT OF INDUSTRIAL ENGINEERING Master’s Thesis in Mechanical Engineering for Design and Production Supervisors: Candidate: Prof. Ing. Stanislao Patalano Alessandro Mango Furnari Prof. Ing. Régis Plateaux Prof. Ing. Jean-Luc Dion
  • 2. 2 OUTLINE Alessandro Mango Furnari Model Order Reduction (MOR) MOR Structural Dynamics Systems & Control Numerical Mathematics Detailed Presentation ClassificationQualitative Comparison Slewing Flexible Beam Reduction Techniques Quantitative Comparison Study Modeling
  • 3. 3 1. INTRODUCTION Alessandro Mango Furnari What is Model Order Reduction about ? Continuous Model: Partial Differential Equations Reduced-Order Model: m Ordinary Differential Equations (𝑚 ≪ 𝑛) Discrete Model: n Ordinary Differential Equations Physical System Discretization MOR Simulation Control Stanford Bunny [Harvard University, Microsoft Research]High-Order Dynamical Systems
  • 4. 4 2. MOR IN DIFFERENT FIELDS Alessandro Mango Furnari Differences: • First-Order Form versus Second-Order Form • Input-Output Behaviour versus Global Behaviour • Interpretation of Reduction Space • Frequency Domain versus Time Domain Based Reduction • Automatic versus User-Dependent Model Reduction Model Order Reduction in Different Fields Structural Dynamics (Modal Truncation) Systems & Control (Balanced Truncation) Numerical Mathematics (Krylov Subspace Projection) Model Order Reduction
  • 5. 5Alessandro Mango Furnari Model Order Reduction in Structural Dynamics Physical Coordinate Reduction Hybrid Coordinate Reduction Generalized Coordinate Reduction Structural Dynamics Reduction Procedures • Component Mode Synthesis: • Fixed Interface Method • Craig-Bampton TAM • Free Interface Method • Static Guyan Condensation • Generalized Static Guyan Condensation • Quasistatic Guyan Condensation • Generalized Quasistatic Guyan Condensation • Modal Truncation: • Mode Displacement • Mode Acceleration • Ritz Vector Methods: • Static Ritz Vector • Quasistatic Ritz Vector 2. MOR IN DIFFERENT FIELDS
  • 6. 6Alessandro Mango Furnari First-Order Form vs Second-Order Form 2. MOR IN DIFFERENT FIELDS First-OrderForm Full-Order Model Reduced-Order Model Coordinate Transformation Second-OrderForm Full-Order Model Reduced-Order Model Coordinate Transformation
  • 7. 7Alessandro Mango Furnari 2. MOR IN DIFFERENT FIELDS Legend Comparison aimed to a motivated choice Summary Table Desired Properties Retained in the Reduced Model
  • 8. 8 3. MODELING OF A SLEWING FLEXIBLE BEAM Alessandro Mango Furnari The robot weight to payload ratio has decreased from 15 to 5 during the last 20 years. This development leads to the presence of vibration modes inside the control bandwidth and enhances the need for accurate models [1]. Slewing Flexible Beams: Industrial and Research Stakes Industrial Robot (IRB4600 from ABB) Experimental Setup of a Single-Link Flexible Manipulator Helicopter Rotor Blades [1] S. Moberg et al. “Modeling and Parameter Estimation of Robot Manipulators using Extended Flexible Joint Models”. In: Journal of Dynamic Systems, Measurement, and Control 136.3 (2013).
  • 9. 9Alessandro Mango Furnari Experimental Setup 3. MODELING OF A SLEWING FLEXIBLE BEAM • DC Electric Motor • Speed Reducer • Strain Gauge • Dynamo Tachometer • Voltage Amplifier • dSPACE Controller Board System Components Slewing Flexible Beam Continuous Model Discretization Comparison Modeling FE Model Reduced FE Model Experimental Validation Full Model MOR * Reduction of Rotational DOF by means of Guyan Condensation Method MOR*
  • 10. 10Alessandro Mango Furnari Time-Domain Validation: Strain Response to an Angular Velocity Step Input 3. MODELING OF A SLEWING FLEXIBLE BEAM zoom Coordinate Transformation Discretization: Assumed Modes Method Hypothesis: • Low Angular Velocity • High Value of 𝐼 Continuous Model of the Slewing Flexible Beam Analytical Mechanics
  • 11. 11Alessandro Mango Furnari Comparison of three Beam FE Models Correlated Coefficient For Modal Vector Percent Error of natural frequency 3. MODELING OF A SLEWING FLEXIBLE BEAM Consistent-Mass Model with 2 DOF for each node Consistent-Mass Model with 1 transl. DOF for each node Lumped-Mass Model with 1 transl. DOF for each node • • •
  • 12. 12 4. FREQUENCY-DOMAIN BASED COMPARISON Alessandro Mango Furnari Static Condensation masters: 1 through 20 (S. C.) masters: 15, 35, 50 (S. C.) Observations: • A 3-DOF model can be much more accurate than a 20-DOF model if the masters are appro- priately chosen; • This means that the accuracy of the reduced model highly de- pends on the analyst's choice of masters. Reduction Procedure: • Full Model: FE Model with 50 translational DOF • Frequency Domain Based Comparison
  • 13. 13Alessandro Mango Furnari Fixed Interface Method vs Static Condensation 4. FREQUENCY-DOMAIN BASED COMPARISON Observations: • Fixed Interface Method may be considered as an improvement of Static Condensation Method. • The valid frequency range of Fixed Interface Method is wider than that of Static Condensation Method. Transformation Matrix: masters: 50 (S. C.) masters: 50 modes: 1, 2 (F. I. M.)
  • 14. 14 5. CONCLUSION Alessandro Mango Furnari Conclusion MOR Structural Dynamics Systems & Control Numerical Mathematics Detailed Presentation ClassificationQualitative Comparison Slewing Flexible Beam Reduction Techniques Quantitative Comparison Study Modeling Summary Table Experimental Validation Verification Description •Static Condensation •Generalized Static Condensation •Quasistatic Condensation •Generalized Quasistatic Condensation •Mode Displacement •Static Ritz Vector •Quasistatic Ritz Vector •Fixed Interface Component Mode Synthesis •Asymptotic Waveform Evaluation
  • 15. 15 THANK YOU FOR YOUR ATTENTION ! Alessandro Mango Furnari Alessandro Mango Furnari