Power flow in coupled bending and longitudinal waves in beams

In complex structures, curvature and impedance discontinuities (e.g., junctions) couple bending and longitudinal waves. Propagation losses for longitudinal waves are often much less than losses for bending waves, and damping treatments often less effective on longitudinal waves. When the dissipation in longitudinal waves is less than that on bending waves, longitudinal waves can provide an efficient means of power flow between bending waves generated at one location and bending waves that are a source of acoustic radiation at another location. In order to design and locate effective treatments, knowledge of the power flow in longitudinal as well as bending waves is required. The measurement of power in both bending and longitudinal waves when both waves are present is demonstrated. Measurements conducted on a straight beam and a T-beam are compared to predictions obtained using finite element methods. The effect of coupling between waves at the junction in a T-beam is illustrated using results from measurements of power flow.

[1]  J. M. Cuschieri,et al.  Bending and in‐plane wave transmission in thick connected plates using statistical energy analysis , 1990 .

[2]  D. U. Noiseux,et al.  Measurement of Power Flow in Uniform Beams and Plates , 1970 .

[3]  J. Linjama,et al.  Estimation of bending wave intensity in beams using the frequency response technique , 1992 .

[4]  Gary H. Koopmann,et al.  Two-Channel Laser Vibrometer Techniques for Vibrational Intensity Measurements: Part 1—Flexural Intensity , 1993 .

[5]  P. D. Taylor,et al.  Comparison of Experimental and Finite Element Structure-Borne Flexural Power Measurements for a Straight Beam , 1994 .

[6]  R. J. Pinnington,et al.  Wave propagation through right-angled joints with compliance : longitudinal incidence wave , 1992 .

[7]  T. Kihlman Sound transmission in building structures of concrete , 1970 .

[8]  G. Pavić,et al.  Measurement of structure borne wave intensity, Part I: Formulation of the methods , 1976 .

[9]  Robert J.M. Craik,et al.  ERRORS IN THE MEASUREMENT OF STRUCTURE-BORNE POWER FLOW USING TWO-ACCELEROMETER TECHNIQUES , 1997 .

[10]  James A. Moore Vibration transmission through frame or beam junctions , 1990 .

[11]  Stephen A. Hambric Power Flow and Mechanical Intensity Calculations in Structural Finite Element Analysis , 1990 .

[12]  J. W. Verheij Measurements of Structure-Borne Wave Intensity on Lightly Damped Pipes , 1990 .

[13]  I-Tai Lu,et al.  Coupling of plate waves at joints , 1992 .

[14]  Jane L. Horner,et al.  Prediction of vibrational power transmission through bends and joints in beam-like structures , 1991 .