Tutorial on Acoustic Fluid Loading of Structures

2021 ◽  
Vol 263 (6) ◽  
pp. 1-19
Author(s):  
Stephen Hambric

Any vibrating structure is loaded by the fluid surrounding it. Whether air, water, or something else, the fluid loading adds a spatially distributed resistance (in phase with the vibration) and reactance (out of phase with the vibration) over the structural surfaces. The resistance absorbs energy, and damps structural vibrations. The reactance is either mass-like, effectively adding to the structural density, reducing resonance frequencies and vibration amplitudes; or stiffness-like, increasing resonance frequencies. Usually, mass-like reactance is caused by fluids external to a structure, and stiffness-like reactance is caused by enclosed volumes of fluids. This tutorial uses analytic methods to compare and contrast external and internal fluid loading on a flat rectangular plate and demonstrates the effects of fluid loading on plate vibration and radiated sound. The well-known stiffening effect of the internal Helmholtz resonance is demonstrated for a thin panel and a shallow entrained cavity. The differences between heavy (water) and light (air) external fluid loading are also demonstrated, with significant reductions in resonance frequencies and peak vibration amplitudes for water loading.

2020 ◽  
Vol 143 (1) ◽  
Author(s):  
Seon Il Ha ◽  
Gil Ho Yoon

Abstract This research presents a pendulum dynamic vibration absorber (PDVA) consisting of a spring and a mass in order to attenuate structural vibrations at two frequencies of hosting structure. It is a convention to attach several dynamic absorbers to hosting structure for the sake of the attenuations of structural vibrations at multiple frequencies with enlarged bandwidth and often it increases the total mass and the installation cost. Therefore, the reduction of the number of vibration absorbers for multiple excitation frequencies is an important issue from an engineering point of view. To resolve these difficulties, this study proposes to adopt the vibration absorber framework of the spring-mass vibration as well as the pendulum vibration simultaneously with the present PDVA system. It is composed of a spring and a mass but being allowed to swing circumferentially, the structural vibrations at the two resonance frequencies, i.e., the square root of stiffness over mass and the square root of a length over gravidity, can be simultaneously attenuated. As the length of the spring of the present PDVA is varied, the effective ranges for the pendulum dynamic vibration absorber become widen. To prove the concept of the present PDVA, this research conducts several numerical simulations and experiments.


2004 ◽  
Vol 116 (2) ◽  
pp. 891-899 ◽  
Author(s):  
Scott E. Hassan ◽  
Peter R. Stepanishen

The paper studies a model configuration in which an elastic membrane is immersed in static compressible fluid, excited by a time-harmonic line force and supported by a periodic array of line supports (ribs) of infinite mechanical impedance. At the driven rib the velocity has a prescribed value V 0 , while the velocities vanish at the locations, x = nh ( n = ± 1, ± 2,. . .), of the supporting ribs. Fluid loading provides the only coupling between adjacent bays, and the aim is to expose the dual role of that coupling (local and long range) in the transmission of energy from the excitation to infinity along the structure and to the acoustic radiation field. This transmission is characterized by the variation with n of the force F n exerted on the structure by the n th rib. An exact formal solution is obtained for F n in terms of the Green function G(x) of the unribbed fluid-loaded structure, and explicit expressions are obtained for F n when only the subsonic surface wave component, G s ( x ), is included in G(x) (though with full account of fluid loading in G s ( x ) itself). These expressions show that under ‘significant’ and ‘heavy’ fluid loading (terms made precise in the text), fluid loading in the form of subsonic surface waves provides a local bay-to-bay coupling very much like that of an imperfect mechanical isolation, and induces a pass and stop band structure of the kind familiar from other studies of wave propagation in mechanically-coupled periodic structures in the absence of fluid loading. Under ‘light’ fluid loading it is shown that there can be no strict pass bands, but frequency bands around the vacuum bay resonance frequencies are identified within which the energy decay rate along the structure is very slow. In all these calculations the fate of the power injected by the excitation is followed in all detail, whether to infinity in the structure or to infinity in the acoustic field. The acoustic component G a ( x ) is then included, and specific asymptotic expressions for G a ( x ) are used to deal with the light and heavy fluidloading cases. These expressions for G a ( x ) involve slow algebraic decay with x , and induce a generally similar decay of the F n with n . In this sense, the acoustic component G a ( x ) provides a long-range coupling between the driven rib and distant ribs which, in the stop bands, is much stronger than the exponentially weak coupling provided by the surface wave component G s ( x ). Numerical estimates are given which indicate that in both light and heavy fluid loading the acoustic component of the force F n exceeds the surface wave component once n exceeds a very modest value. The paper ends with a discussion of the possible implications for structure-borne noise control in periodic fluid-loaded structures, for the application of Statistical Energy Analysis to structures under fluid loading, and for the relevance of the ideas of Anderson localization in an irregular structure under fluid loading.


Author(s):  
Chris D. Kulhanek ◽  
Stephen M. James ◽  
Justin R. Hollingsworth

Longitudinal webs or spider bars are often placed mid-span of a motor shaft and are primarily used to support the windings or rotor laminations while allowing sufficient space for cooling air flow. When subject to a torque, the radial webs experience a loading configuration that includes bending and torsion while the base shaft experiences pure torsion. A webbed cross-section has a higher torsional stiffness as compared to the torsional stiffness of just the circular portion of the shaft section. This influences the torsional critical speeds and can become important for torsional systems that operate with minimal separation margins from resonance frequencies. This work presents various approaches to calculate the stiffening effect. The approaches include empirical and analytical methods described by Nestorides and API 684. An additional method uses a solid model of the motor core and a commercial Finite Element Analysis (FEA) solver to predict steady-state deflection under a torsional load. This in turn allows for a torsional stiffness calculation. Motor core configurations with various shaft diameters, number of spider bars, and spider bar geometries are considered. Good agreement is shown between the FEA results and the Griffith and Taylor method described by Nestorides. The other methods considered, including the calculation method described in API 684, show generally poor agreement with the FEA torsional stiffness results for the webbed shaft geometries studied.


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