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Modal Analysis of Jointed Structures

[+] Author Affiliations
D. Dane Quinn

The University of Akron, Akron, OH

Paper No. DETC2011-47705, pp. 1269-1277; 9 pages
doi:10.1115/DETC2011-47705
From:
  • ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference
  • Volume 1: 23rd Biennial Conference on Mechanical Vibration and Noise, Parts A and B
  • Washington, DC, USA, August 28–31, 2011
  • Conference Sponsors: Design Engineering Division and Computers and Information in Engineering Division
  • ISBN: 978-0-7918-5478-5
  • Copyright © 2011 by ASME

abstract

Structural systems are often composed of multiple components joined together at localized interfaces. Compared to a corresponding monolithic system, these interfaces are designed to leave the load carrying capability of the system unchanged and the resulting effect on the system stiffness is minimal. Hence the mode shapes and frequencies of the dominant structural modes are relatively insensitive to the presence of the interfaces. However, the energy dissipation in such systems is strongly dependent on the joints. The microslip that occurs at each interface couples together the structural modes of the system and introduces nonlinear damping into the system, effectively altering the observed damping of the structural modes. This work develops equations of motion for a jointed structure in terms of the structural modal coordinates and implements a reduced-order description of the microslip that occurs at the interface between components. The interface is incorporated into the modal description of the system through an existing decomposition of a series-series Iwan interface model and a continuum approximation for microslip of a elastic rod. The developed framework is illustrated through a discrete three degree-of-freedom system.

Copyright © 2011 by ASME

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