# General model of a structure-borne sound source and its application to shock vibration

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1 General model of a structure-borne sound source and its application to shock vibration Y. Bobrovnitskii and T. Tomilina Mechanical Engineering Research Institute, 4, M. Kharitonievky Str., Moscow, Russian Federation 1483

3 Eqs.(1) can be rewritten in the form Here, the matrices of the input mobilities of the source and receiver with respect to their interface, and, as well as the transfer mobilities from the interface to the observation points, and, can in principle be measured and are considered therefore as known. At the same time, the internal generalized forces and the transfer mobility from the points of their application can not be measured by existing means and therefore should be excluded from the consideration. In the next section they will be replaced by other model parameters that are measurable at least in principle. (2) Here matrices of the input impedances of the source and receiver, Z S and Z R, are the inverse of the corresponding mobility matrices. Note, that measurement of the blocked forces is a problem in general case. But if the system in Fig.1 contains resilient mounts, these mounts can be regarded as a part of the source structure and the blocked forces can then be picked up by ordinary means, e.g. by measuring the relative displacement at the mount ports. To reveal the structure and physical sense of the solution (4), it is appropriate to consider the following auxiliary problem: find the vibration field of the idle source/ receiver system under the action of external forces f 1 applied to the interface A. In this case, the internal forces F j in Eqs.(1) are zeros and the last equation (1) is replaced by f 1 = f R1 + f S1. Using other Eqs.(1), one obtains the solution of this auxiliary problem in the form (all quantities relating to this problem have the additional index 1): (5) 3. Source models 3.1 Model with blocked forces Suppose that the vibration source under study is separated along the interface A from the receiver and its DOFs at A Interface A Fig.1. Schematic of a source/receiver system are blocked with the help of external forces f Sb that are called as «the blocked forces». In this blocked configuration (marked by the lower index «b») the receiving structure is at rest while on the vibrating structure one can measure the velocity response v xb as well as the blocked forces: (3) and are measured. Using these parameters, one can find the unknowns and, after substituting them into Eqs.(2), express through them the solution of the initial problem (4) Comparing this solution with Eqs.(4), one can verify that the solution of the initial problem in the form of equations (4) is the sum of two components. (6) The first component (index b) corresponds to the case of the blocked operating source (machine), i.e. to the quantities (3). The second component (index 1) is the solution (5) to the forced vibrations of the idle system under the action of the external forces which are equal to the minus blocked forces. (7) The representation (6) is valid for all the field quantities of the source/receiver system. At the same time the known source model consisting of the blocked forces and matrix of the input impedances Z S or mobilities Y S describes correctly only the second component in Eq.(6) and, hence, is valid only for description of the vibration field on the receiving structure that has the zero first component. To describe accurately also the field in the source structure, this structure-borne source model should be complemented by the response data v xb measured in the blocked configuration together with the blocked forces. 3.2 Model with free velocities Another system configuration where the unknown quantities of the general solution (2) can be expressed through measurable characteristics is the freely suspended source. When the operating source is separated along the interface A from the receiver and freely suspended, the receiver does not vibrate, the interface is free of tension, and the velocity response at point x and A on the source structure, v xf and v Sf, can be easily measured. One has is this configuration (index f): 1485

4 are measured. The unknowns is this case are equal to,. (8) Substituting these into Eq. (2), one obtain the solution of the initial problem expressed through the known or measured characteristics: source/reference receiver system (index 0). It can be shown in a similar manner as above that the solution of the initial problem is represented here as a sum of two components The first component with index 0 corresponds to the system configuration with a reference receiving structure. The second component (index 3) describes the forced vibrations of the idle system under the action either of the external forces (9) or of the kinematic excitation The structure of this solution and its physical interpretation is the following. It is composed of two components. (10) The first component corresponds to the freely suspended source (index f), i.e. to the field quantities (8). The second component (index 2) represents the forced vibrations of the idle source/receiver system under the action of the special external kinematic excitation v k applied to interface A. In our case this excitation means that two subsystems (source and receiver) are separated along A and driven by forces of equal amplitudes and opposite direction such that the relative vibration velocities of the subsystems are equal to the kinematic excitation v k, v S2 -v R2 =v k. The solution to this auxiliary problem is (11) Comparing it to solution (9) one can see that the velocity of the kinematic excitation in Eqs.(11) should be equal to the minus free velocity Thus, the representation (10) that is valid for all field quantities of the system, accurately expresses the solution to the initial problem through the known mobility characteristics and the velocity amplitudes measured in the free suspended machine. The complete model of the structure-borne source must contain here the matrix of the source input mobilities Y S, the velocity response of the source structure v xf in the free suspension configuration and the free velocities v Sf as a strength of kinematic excitation. applied to the interface A. The complete source model, valid for prediction vibration field everywhere in the system, consists in this case of the matrix Z S (or Y S ) of the input impedances and the velocity responses (or reacting forces) of the system in the reference receiver configuration. Note that two models considered above are the particular cases of this model with the absolutely rigid and soft reference receiver. 4. Application to shock vibrations The models described above are applicable to wide class of source of structure-borne sound. They also can be useful in shock study. The main restriction here is the requirement of system linearity. It is well known [8] that many shock processes (e.g. body collision) are nonlinear. Besides, impacts generate impulse-type forces and stresses at contact points of very high amplitudes resulting in plastic deformations. Nevertheless, in many shock problems the linearity assumption is quite acceptable. Such is e.g., the analysis of shock vibrations of equipment on drop tables or other shock testing machines. The authors objective in this study was to reveal, theoretically and experimentally, the potentials of some available shock testing machines to meet the shock requirements to scientific space instruments. Usually, such requirements are formulated in terms of the SRS (Shock Response Spectrum [8]). 3.3 Model with a reference receiver One more and the most general configuration where the unknowns of the solution (2) can be replaced by measured quantities uses a reference receiving structure. If the operating source is installed on a such receiver with a known matrix Z R0 of its input impedances, all the field characteristics, i.e. the solution (2) to the initial prediction problem with the matrix Z R, can then be expressed through the velocity responses v x0, v S0 =v R0 or/and the interaction forces f S0 at the interface A measured on the operating Fig.2. Example of the shock requirements (dashed line) and results of testing a space instrument on a drop table machine. A typical requirement curve is presented in Fig.2 by dashed line. It consists of two regions. In the first low frequency 1486

5 region, the curve is raising and in the second highfrequency region (above a certain knee frequency) the curve is constant. While the SRS values in the second region is determined by the maximum amplitude of the shock impulse and the knee frequency is depended mostly on the impulse time duration, the slope of the raising region and the minimum value at 100Hz depend on the form of the impulse acceleration time history (on changes of the impulse sign in particular) and are the characteristic of each shock testing rig. It was shown, using one of the source model described above, that the slope of the low frequency SRS curves obtained on shock testing machines of the drop table type, the hammer blow type and with pyro-shock devices may lie between 6 and 12 db/oct. To provide higher slopes a very special devices are needed. 5. Conclusion Three models of structure-borne sound sources that generalize the existing models are presented. They can be used for predicting the vibration levels not only on the receiving structure but on the source structure as well. The models are shown to be valid for wide class of the engineering sources in which sound is generated by physical mechanisms that produce the force excitation as well as kinematic excitation. The model with the blocked forces is applied to shock vibrations. Several types of shock testing machines were studied and peculiarities of the typical shock response spectra are revealed using the model. References [1] L. Cremer, M. Heckl, E. E. Ungar. Structure-borne sound. Springer-Verlag, Berlin, [2] T. Ten Wolde, G. R. Gadefelt, Development of standard measurement methods for structure-borne sound emission, Noise Control Engineering J., 28, 5-14 (1987). [3] J. M. Mondot, B. A. T. Petersson, Characterization of structure-borne sound sources: the source descriptor and the coupling function, J. Sound and Vibration, 114, (1987). [4] R. J. Pinnington, D. C. Pearce, Multiple expansion of the vibration transmission between a source and receiver, J. Sound and Vibration, 142, (1990). [5] J. W. Verheij, Inverse and reciprocal methods for machinery noise source characterization and sound path quantification, Intern. J. Acoustics and Vibration, 2, (1997). [6] A. T. Moorhouse, B. M. Gibbs, Simplified characterization of multiple point excited structures using mobility matrix eigenvalues and eigenvectors, Acta Acustica united with Acustica, 84, (1998) [7] A. T. Moorhouse, On characteristic power of structureborne sound sources, J. Sound and Vibration, 248, (2001). [8] Shock and Vibration Handbook./Ed. C.M.Harris, C.E.Crede. 2 nd edition. NY: McGraw-Hill,

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