Design of Modal Tests

Handbook of Experimental Structural Dynamics

Abstract

This chapter examines a number of issues that require consideration when a modal test is being planned or designed. As with any engineering procedure, a modal test needs to be designed; otherwise, objectives may not be fulfilled or time and effort may be poorly used. The issues discussed in this chapter include the purpose of the test, excitation considerations, response measurements, support conditions, measurement quality criteria, and considerations for model validation. When a modal test is to be performed to validate a finite element model, one needs to design the test so that the resulting measurements will provide the data required for the correlation of modeling results with those from the test. From a correlation perspective, one would like to select the response locations to allow a definitive, one-to-one correspondence between the measured modes and the predicted modes. Further, the excitation must be designed to excite all the modes of interest at a sufficient level so that the modal estimation algorithms can accurately extract the modal parameters.

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Abbreviations

DOFs:

Degrees of freedom

FFT:

Fast Fourier transform

ω :

Frequency (radian/sec)

FEM:

Finite element model

m :

Mass element of a 2 DOF system

k t :

True stiffness of structure

k s :

Stiffness of the support

c t :

True dam** coefficient

c s :

Dam** coefficient of the support

c m :

Measured dam** coefficient

ω t :

True frequency of structure

ω s :

Frequency due to supports only

ω m :

Measured frequency of structure

ζ t :

True modal dam**

ζ s :

Modal dam** of support system

ζ m :

Measured modal dam**

γ t :

True structural modal dam**

γ s :

Structural dam** of supports

γ m :

Measured structural modal dam**

Δω:

Change in frequency due to support

ϕ j :

value of mass-normalized mode shape at position j

ψ :

Mode shape of interest

C s :

Dam** matrix of support system

TAM:

Test-analysis model

ϕ i :

The ith mass-normalized mode shape

ke ij :

The contribution of the jth DOF to the ith mode generalized mass

KE :

The fractional importance of each FEM DOF to the modal mass

ke i :

Column vector containing contribution of DOF j to the kinetic energy of the ith mode

EfI:

Effective independence sensor selection

y s :

Response at sensor locations

ϕ fs :

Matrix of FEM target mode shapes partitioned to sensor DOFs

q :

Target modal response

w :

The sensor noise

Q :

Fisher information matrix, FIM

G :

A matrix whose columns sum to the eigenvalues of FIM Q

Ψ :

Eigenvectors

λ :

Eigenvalue matrix

F E :

Matrix representing fractional contribution of ith sensor to the jth information matrix eigenvalue

E D :

Effective independence distribution

{1}n:

A column vector of 1’s length n

Min-Mac:

Minimizing MACs-based sensor selection

MAC ij :

Modal assurance criterion between mode shape vectors i and j

φ i :

Mode shape vector for ith mode

Φ :

Mode shape matrix, existing set of sensors

ψ :

Mode shape matrix, remaining set of sensors

a ij :

Elements of A = ΦΤΦ

(MACij)+k:

MAC value between modes i and j with added DOF k

O 12 :

Orthogonality between modes 1 and 2

References

  1. Allemang RJ, Brown DL (1982) A correlations coefficient for modal vector analysis. In: Proceedings of the 1st international modal analysis conference, pp 110–116

    Google Scholar 

  2. Avitabile P (1998) Which shaker excitation is best? Is there any difference? SEM Experimental Techniques. https://www.uml.edu/docs/dec98_tcm18-189813.pdf

  3. Avitabile P (2006) Modal space, back to basics. Exp Tech 30(3):19–20

    Article  Google Scholar 

  4. Bisplinghoff RL, Ashley H, Halfman RL (1955) Aeroelasticity. Addison-Wesley Publishing Company, Cambridge, MA, pp 771–779

    MATH  Google Scholar 

  5. Blelloch PA (1992) Direct correlation of test-analysis cross-orthogonality. In: Proceedings of the 10th international modal analysis conference, pp 999–1003

    Google Scholar 

  6. Brillhart R, Hunt D (2005) Lessons learned in modal testing—part 1: the pitfalls, pratfalls, and downfalls of fixturing. Exp Tech 29(6):58–61

    Article  Google Scholar 

  7. Brown DL, Allemang RJ, Phillips AW (2015) Forty years of use and abuse of impact testing: a practical guide to making good FRF measurements. In: De Clerck J (ed) Experimental techniques, rotating machinery, and acoustics, vol 8. Conference proceedings of the society for experimental mechanics series

    Google Scholar 

  8. Carne TG, Dohrmann CR (1995) A modal test design strategy for model correlation. In: Proceedings of the 13th international modal analysis conference, pp 927–933

    Google Scholar 

  9. Carne TG, Stasiunas EC (2006) Lessons learned in modal testing—part 3: transient excitation for modal testing, more than just hammer impacts. Exp Tech:69–79

    Google Scholar 

  10. Carne TG, Lauffer JP, Gomez AJ (1988a) Modal testing of a very flexible 110m wind turbine structure. In: Proceedings of the 6th international modal analysis conference, pp 845–855

    Google Scholar 

  11. Carne TG, Lauffer JP, Gomez AJ (1988b) Modal testing of an immense flexible structure using natural and artificial excitation. Int J Anal Exp Modal Anal 3(4):117–122

    Google Scholar 

  12. Carne TG, Griffith DT, Casias ME (2007a) Support conditions for free boundary-condition modal testing. In: Proceedings of the 25th international modal analysis conference

    Google Scholar 

  13. Carne TG, Griffith DT, Casias ME (2007b) Support conditions for experimental modal analysis. Sound and Vibration Magazine, pp 10–15

    Google Scholar 

  14. Deiters T, Hunt D, Osborne E (1994) A comparison of excitation methods to the Taurus vehicle modal test. In: Proceedings of the 12th international modal analysis conference

    Google Scholar 

  15. Ewins DJ (1984) Modal testing: theory and practice. Wiley, New York, p 225

    Google Scholar 

  16. Ewins DJ (2000) Modal testing: theory and practice and application, 2nd edn. Research Studies Press, Letchworth

    Google Scholar 

  17. Guyan RJ (1965) Reduction of mass and stiffness matrices. AIAA J 3:380

    Article  Google Scholar 

  18. Hasselman TK, Coppolino RN, Zimmerman DZ (2000) Criteria for modeling accuracy – a state-of-the-practice survey. In: Proceedings of the 18th international modal analysis conference

    Google Scholar 

  19. James GH, Carne TG, Lauffer JP (1995) The natural excitation technique (NExT) for modal parameter extraction from operating wind turbines. Int J Anal Exp Modal Anal 10(4):260–277

    Google Scholar 

  20. Kammer DC (1991) Sensor placement for on-orbit modal identification and correlation of large space structures. J Guid Control Dyn 14:251–259

    Article  Google Scholar 

  21. Kammer DC (1996) Optimal sensor placement for modal identification using system-realization methods. J Guid Control Dyn 19(3):729–731

    Article  Google Scholar 

  22. Kammer DC (2004) Optimal placement of triaxial accelerometers for modal vibration tests. Mech Syst Signal Process 18:29–41

    Article  Google Scholar 

  23. Kammer DC, Peck J (2008) Mass weighting for sensor placement using sensor set expansion techniques. Mech Syst Signal Process 22:1515–1525

    Article  Google Scholar 

  24. Klosterman AL (1971) On the experimental determination and use of modal representations of dynamic characteristics. Doctor of philosophy dissertation, Department of Mechanical Engineering, University of Cincinnati

    Google Scholar 

  25. Maia NMM, Silva JMM (1997) Theoretical and experimental modal analysis. Research Studies Press, Baldock, p 32

    Google Scholar 

  26. Napolitano, KL , Blelloch PA (2003) Automated selection of shaker locations for modal tests. In: Proceedings of the 21st international modal analysis conference on structural dynamics

    Google Scholar 

  27. Poston WL, Tolson RH (1992) Maximizing the determinant of the information matrix with the effective independence method. J Guid Control Dyn 15:1513–1514

    Article  Google Scholar 

  28. Salama M, Rose T, Farga J (1987) Optimal placement of excitation and sensors for verification of large dynamical systems. In: Proceedings of the 28th AIAA/ASME structure, structural dynamics, and material conference, pp 1024–1031

    Google Scholar 

  29. Shah PC, Udwadia FE (1978) Methodology for optimal sensor locations for identification of dynamic systems. J Appl Mech 45:188–196

    Article  Google Scholar 

  30. Slater JC, Belvin WK, Inman DJ (1993) A survey of modern methods for modeling frequency dependent dam** in finite element models. In: Proceedings of the 11th international modal analysis conference, pp 1508–1512

    Google Scholar 

  31. Udwadia FE, Garba JA (1985) Optimal sensor locations for structural identification. In: JPL Proceedings of the workshop on identification and control of flexible space structures, pp 247–261

    Google Scholar 

  32. Williams R, Crowley J, Vold H (1985) The multivariate mode Indicator function in modal analysis. In: Proceedings of the international modal analysis conference, pp 66–70

    Google Scholar 

  33. Wolf JA Jr (1984) The influence of mounting stiffness on frequencies measured in a vibration test. SAE Paper 840480, Society of Automotive Engineers

    Google Scholar 

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Carne, T., Brillhart, R., Kammer, D., Napolitano, K. (2020). Design of Modal Tests. In: Allemang, R., Avitabile, P. (eds) Handbook of Experimental Structural Dynamics. Springer, New York, NY. https://doi.org/10.1007/978-1-4939-6503-8_11-1

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Chapter history

  1. Latest

    Design of Modal Tests
    Published:
    18 November 2021

    DOI: https://doi.org/10.1007/978-1-4939-6503-8_11-2

  2. Original

    Design of Modal Tests
    Published:
    23 January 2021

    DOI: https://doi.org/10.1007/978-1-4939-6503-8_11-1

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