Title: Riga Technical University
1Riga Technical University Institute of Materials
and Structures
Riga, Latvia
FINITE ELEMENT FREQUENCY-DEPENDENT DYNAMIC
ANALYSIS OF VISCOELASTIC COMPOSITE STRUCTURES
Evgeny Barkanov
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
2Contents
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- Introduction
- Viscoelastic frequency-dependent damping model
- Finite element models
- Laminated composite finite element model
- Sandwich finite element model
- Finite element dynamic analysis
- Free vibration analysis
- Method of complex eigenvalues
- Energy method
- Frequency response analysis
- Transient response analysis
- Experimental dynamic analysis
- Numerical results
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
3Viscoelastic frequency-dependent damping model
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Damping material LD-400 applying as a damping
coating
Material properties
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
4Laminated composite finite element model
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Portugal Assembly meeting 22 July 2005
5Sandwich finite element model
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6Finite element dynamic analysis
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where
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
7Free vibration analysis
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Method of complex eigenvalues
Condition for termination of iteration process
Modal loss factors
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Portugal Assembly meeting 22 July 2005
8Free vibration analysis
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Energy method
Condition for termination of iteration process
Modal loss factors
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
9Frequency response analysis
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Modal loss factors
Modal damping factors
Relationship
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10Transient response analysis
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1st step
2nd step
3rd step
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11Experimental dynamic analysis
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ISI-SYS laser vibrograph
POLYTEC laser vibrometer
Pulse technique
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12Sandwich beam
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Damping material C-1002
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13Dynamic characteristics of sandwich beam
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Solution convergence in the method of complex
eigenvalues
Frequency response of sandwich beam
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14Transient response of sandwich beam
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15Non-causal effect
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Material damping characteristics
Transient response of sandwich cantilever
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16Conclusions
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NOTE
Unfortunately, the material data provided by the
manufacturers or testing laboratories do not
contain all necessary information to predict the
dynamic behaviour of viscoelastic composite
structures using different analysis tools.
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005