Metrics for Diagnosing Negative Mass and Stiffness when Uncoupling Experimental and Analytical Substructures Mathew S. Allen Daniel C. Kammer Department of Engineering Physics University of Wisconsin Madison, WI 53706 msallen@engr.wisc.edu, kammer@engr.wisc.edu Randy L. Mayes Structural Dynamics Sandia National Laboratory Albuquerque, NM rlmayes@sandia.gov ABSTRACT Recently, a new substructure coupling/uncoupling approach has been introduced, called Modal Constraints for Fixture and Subsystem (MCFS) [Allen, Mayes, & Bergman, Journal of Sound and Vibration, vol. 329, 2010]. This method reduces ill-conditioning by imposing constraints on substructure modal coordinates instead of the physical interface coordinates. The experimental substructure is tested in a free-free configuration, and the interface is exercised by attaching a flexible fixture. An analytical representation of the fixture is then used to subtract its effects in order to create an experimental model for the subcomponent of interest. However, it has been observed that indefinite mass and stiffness matrices can be obtained for the experimental substructure in some situations. This paper presents two simple metrics that can be used by the analyst to determine the cause of indefinite mass or stiffness matrices after substructure uncoupling. The metrics rank the experimental and fixture modes based upon their contribution to offending negative eigenvalues. Once the troublesome modes have been identified, they can be inspected and often reveal why the mass has become negative. Two examples are presented to demonstrate the metrics and to illustrate the physical phenomena that they reveal. T. Proulx (ed.), Linking Models and Experiments, Volume 2, Conference Proceedings of the Society for Experimental Mechanics Series 5, 111 DOI 10.1007/978-1-4419-9305-2_8, © The Society for Experimental Mechanics, Inc. 2011
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