Damping machine tools with embedded viscoelastic materials constrained by shear tubes

Eric Russell Marsh, Layton C. Hale

    Research output: Chapter in Book/Report/Conference proceedingOther chapter contribution

    1 Scopus citations

    Abstract

    This paper considers a passive damping method that can be applied to beam-like structures such as machine tool bases and columns. The method uses viscoelastic materials to dissipate energy in the manner of classic constrained-layer damping; however, the layers are embedded within the structure as opposed to being applied externally. This provides a robust means of incorporating damping without encountering several of the common disadvantages associated with external damping treatments. An analytical solution to the amount of damping that can be achieved using embedded layers is available, but is known to be inaccurate when the viscoelastic stiffness approaches that of the structural components. Therefore, a new prediction of the maximum damping level that can be expected in a structure is developed and presented here. This prediction gives good results in a wide variety of applications, and offers insight into the relationship between key design parameters. Finite element and experimental verification of the maximum damping predictor are also presented.

    Original languageEnglish (US)
    Title of host publication15th Biennial Conference on Mechanical Vibration and Noise
    EditorsK.W. Wang, B. Yang, J.Q. Sun, K. Seto, K. Yoshida, al et al
    Volume84
    Edition3 Pt C
    StatePublished - 1995
    EventProceedings of the 1995 ASME Design Engineering Technical Conference. Part C - Boston, MA, USA
    Duration: Sep 17 1995Sep 20 1995

    Other

    OtherProceedings of the 1995 ASME Design Engineering Technical Conference. Part C
    CityBoston, MA, USA
    Period9/17/959/20/95

    All Science Journal Classification (ASJC) codes

    • General Engineering

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