Log in

Transforming a Simple Structure Model to Represent a Complex Dynamic System with Unknown Boundary Restraints

  • Research paper
  • Published:
Experimental Techniques Aims and scope Submit manuscript

Abstract

Imposing a boundary condition on a structure can significantly alter its dynamic properties. However, sometimes the specifics of the new boundary conditions are not known. When the effects of a boundary condition are uncertain or there is not enough information, engineers need to excite the complex structure to obtain these modified properties. In order to experimentally obtain the new properties, engineers need multiple experiments and many outputs for interpolation in order to sufficiently represent the entire structure. The researchers attached a stinger to a cantilever beam, acting as a new transverse restraint of unknown properties. This paper presents a conversion expression that predicts the dynamic behavior of any point in the system with the new boundary condition. This expression relies only on one impact hammer experiment with one output and the model of the stinger-free cantilever beam, referred to as the simple structure. Researchers estimated the Transfer Function (TRF) of the beam and compared it with an experimentally measured TRF to validate the method. The mean absolute error of the estimated TRF compared to the experimental TRF is 1.99 dB. This demonstrates the use of the proposed method for estimating unmeasured TRFs in a system with an uncertain boundary condition using a single input, single output (SISO) test and a model of the simple structure.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price includes VAT (Germany)

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  1. Bedrossian, H., Tinker, M., and Hidalgo, H. (2000) Ground vibration test planning and pre-test analysis for the X-33 vehicle. 41st structures, structural dynamics, and materials conference and exhibit. Doi: https://doi.org/10.2514/6.2000-1586

  2. Larson C, Zimmerman D, Marek E (1994) A comparative study of metrics for modal pre-test sensor and actuator selection using the JPL/MPI testbed truss. Dyn Specialists Conf. https://doi.org/10.2514/6.1994-1689

  3. Baca, T., S. Klenke, et al. (2012) Structural dynamics test simulation and optimization for aerospace components. Structural dynamics test simulation and optimization for aerospace components|meeting paper archive, 22 Aug., arc.aiaa.org/doi/https://doi.org/10.2514/6.1996-3345

  4. Mayes R, Ankers L, Daborn P, Moulder T, Ind P (2019) Optimization of shaker locations for multiple shaker environmental testing. Exp Tech 44(3):283–297. https://doi.org/10.1007/s40799-019-00347-7

    Article  Google Scholar 

  5. Rohe, D. P., Nelson, G. D., and Schultz, R. A. (2019) Strategies for shaker placement for impedance-matched multi-axis testing. Sensors and instrumentation, aircraft/aerospace, energy harvesting & dynamic environments testing, volume 7 conference proceedings of the society for experimental mechanics series, 195–212. Doi: https://doi.org/10.1007/978-3-030-12676-6_18

  6. Vinot P, Cogan S, Cipolla V (2005) A robust model-based test planning procedure. J Sound Vib 288(3):571–585. https://doi.org/10.1016/j.jsv.2005.07.007

    Article  Google Scholar 

  7. Dahl PR et al (2012) Solid friction dam** of mechanical vibrations. AIAA J, arc.aiaa.org. https://doi.org/10.2514/3.61511

  8. Smallwood, David O. (2007) Multiple-Input Multiple-Output (MIMO) linear systems extreme inputs/outputs. Shock and vibration, IOS Press, 1 Jan., content.iospress.com/articles/shock-and-vibration/sav00368

  9. Aerospace thermal structures and materials for a New Era: progress in astronautics and aeronautics. Aerospace thermal structures and materials for a New Era|Progress in astronautics and aeronautics, arc.aiaa.org/doi/book/10.2514/4.866364

  10. Boubaker, Olfa, and Jean-Pierre Babary On SISO and MIMO variable structure control of non linear distributed parameter systems: application to fixed bed reactors. J Process Control, Elsevier, 27 Mar. 2003, www.sciencedirect.com/science/article/pii/S0959152403000040?via=ihub

  11. Devine, Timothy A., et al. (1970) Replicating responses: a virtual environmental test of unknown boundary conditions. SpringerLink, Springer, Cham, springer.longhoe.net/chapter/https://doi.org/10.1007/978-3-030-12676-6_30

  12. **ao H, Sheng M, Liu Z, Wei Z (2013) The study on free vibration of elastically restrained beams carrying various types of attachments with arbitrary spatial distributions. Shock Vib 20(3):369–383. https://doi.org/10.1155/2013/983451

    Article  Google Scholar 

  13. Irassar PVD, Ficcadenti G, Laura P (1984) Dynamic analysis of a beam with an intermediate elastic support. J Sound Vib 96(3):381–389. https://doi.org/10.1016/0022-460x(84)90364-x

    Article  Google Scholar 

  14. Allen MS, Mayes RL, Bergman EJ (2010) Experimental modal substructuring to couple and uncouple substructures with flexible fixtures and multi-point connections. J Sound Vib 329(23):4891–4906. https://doi.org/10.1016/j.jsv.2010.06.007

    Article  Google Scholar 

  15. Huang B, Li Q, Shi W, Wu Z (2007) Eigenvalues of structures with uncertain elastic boundary restraints. Appl Acoust 68(3):350–363. https://doi.org/10.1016/j.apacoust.2006.01.012

    Article  Google Scholar 

  16. Mignolet MP, Soize C, Avalos J (2013) Nonparametric stochastic modeling of structures with uncertain boundary conditions/coupling between substructures. AIAA J 51(6):1296–1308. https://doi.org/10.2514/1.j051555

    Article  Google Scholar 

  17. Allen M. S, Mayes R. L. (2007) Comparison of TRF and modal methods for combining experimental and analytical substructures. Proceedings of the 25th international modal analysis conference (IMACXXV), Orlando, FL

  18. Craig, J. R. (2000) Coupling of substructures for dynamic analyses – an overview. 41st structures, structural dynamics, and materials conference and exhibit. Doi: https://doi.org/10.2514/6.2000-1573

  19. Battiato G, Firrone C, Berruti T, Epureanu B (2018) Reduction and coupling of substructures via Gram–Schmidt Interface modes. Comput Methods Appl Mech Eng 336:187–212. https://doi.org/10.1016/j.cma.2018.03.001

    Article  Google Scholar 

  20. Blömeling F (2012) Multi-level substructuring combined with model order reduction methods. Linear Algebra Appl 436(10):3864–3882. https://doi.org/10.1016/j.laa.2011.02.040

    Article  Google Scholar 

  21. Qiu J-B, Williams F, Qiu R-X (2003) A new exact substructure method using mixed modes. J Sound Vib 266(4):737–757. https://doi.org/10.1016/s0022-460x(02)01320-2

    Article  Google Scholar 

  22. Ismael G, López-Aenlle M, Pelayo F, Fernández-Canteli A (2018) Dynamic behavior of supported structures from free-free modal tests using structural dynamic modification. Shock Vib 2018:1–14. https://doi.org/10.1155/2018/3130292

    Article  Google Scholar 

  23. Imregun M., Robb D. A., Ewins D. J. (1987) Structural modification coupling dynamic analysis using measured FRF data. Proceedings of the fifth international modal analysis conference (IMAC V), London, England

  24. Craig RJ (1987) A review of time-domain and frequency-domain component mode synthesis methods. Int J Anal Exp Modal Anal 2(2):59–72 References – Scientific Research Publishing, 2020

    Google Scholar 

  25. Manuel MMN, Martins MeSJ (1998) Theoretical and experimental modal analysis. Research Studies Press, Baldock

  26. Heylen W, Lammens S, Sas P (2013) Modal analysis theory and testing. Katholieke Univ., Leuven Leuven, Departement Werktuigkunde

    Google Scholar 

  27. Kundra TK (2000) Structural dynamic modifications via models. Sadhana 25(3):261–276. https://doi.org/10.1007/bf02703544

    Article  Google Scholar 

  28. Nad M (2007) Structural dynamic modification of vibrating systems. Appl Comput Mech 1(1):203–214

    Google Scholar 

  29. Sestieri A (2012) Structural dynamic modification. Sadhana 25:247–259. https://doi.org/10.1007/BF02703543

    Article  Google Scholar 

  30. Lee D, Ahn T, Kim H (2018) A metric on the similarity between two frequency response functions. J Sound Vib 436:32–45. https://doi.org/10.1016/j.jsv.2018.08.051

    Article  Google Scholar 

Download references

Acknowledgments

The financial support of this research is provided by Sandia National Laboratories Grant 1985700, under Project Manager Dr. John Pott, Manager, Environments Engineering, to whom the authors are grateful. The authors of this paper want to express their gratitude as well to the critical feedback provided by Dr. Tom Paez and Norm Hunter.

Sandia National Laboratories is a multimission laboratory managed and operated by National Technology & Engineering Solutions of Sandia, LLC, a wholly owned subsidiary of Honeywell International Inc., for the U.S. Department of Energy’s National Nuclear Security Administration under contract DE-NA0003525.

This paper describes objective technical results and analysis. Any subjective views or opinions that might be expressed in the paper do not necessarily represent the views of the U.S. Department of Energy or the United States Government. Conflict of Interest: The authors declare that they have no conflict of interest.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to F. Moreu.

Additional information

Publisher’s Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Woodall, J., Hossain, M., Maji, A. et al. Transforming a Simple Structure Model to Represent a Complex Dynamic System with Unknown Boundary Restraints. Exp Tech 46, 563–574 (2022). https://doi.org/10.1007/s40799-021-00494-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40799-021-00494-w

Keywords

Navigation