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Riga Technical University

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Title: Riga Technical University


1
Riga 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
2
Contents
Riga, Latvia
  • 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
3
Viscoelastic frequency-dependent damping model
Riga, Latvia
Damping material LD-400 applying as a damping
coating
Material properties
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
4
Laminated composite finite element model
Riga, Latvia
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
5
Sandwich finite element model
Riga, Latvia
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
6
Finite element dynamic analysis
Riga, Latvia
where
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
7
Free vibration analysis
Riga, Latvia
Method of complex eigenvalues
Condition for termination of iteration process
Modal loss factors
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
8
Free vibration analysis
Riga, Latvia
Energy method
Condition for termination of iteration process
Modal loss factors
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
9
Frequency response analysis
Riga, Latvia
Modal loss factors
Modal damping factors
Relationship
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
10
Transient response analysis
Riga, Latvia
1st step
2nd step
3rd step
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
11
Experimental dynamic analysis
Riga, Latvia
ISI-SYS laser vibrograph
POLYTEC laser vibrometer
Pulse technique
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
12
Sandwich beam
Riga, Latvia
Damping material C-1002
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
13
Dynamic characteristics of sandwich beam
Riga, Latvia
Solution convergence in the method of complex
eigenvalues
Frequency response of sandwich beam
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
14
Transient response of sandwich beam
Riga, Latvia
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
15
Non-causal effect
Riga, Latvia
Material damping characteristics
Transient response of sandwich cantilever
FRAMEWORK6 CASSEM Lisbon,
Portugal Assembly meeting 22 July 2005
16
Conclusions
Riga, Latvia
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
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