Structural Intensity Analysis on Irregular Shells

Author:

Pires F.12,Vanlanduit S.32,Dirckx J. J. J.4

Affiliation:

1. Department of Physics, University of Antwerp, Groenenborgerlaan 171, Antwerp 2020, Belgium;

2. Department of Mechanical Engineering, Vrije Universiteit Brussel, Pleinlaan 2, Brussel 1050, Belgium e-mail:

3. Department of Electromechanical Engineering, University of Antwerp, Groenenborgerlaan 171, Antwerp 2020, Belgium;

4. Department of Physics, University of Antwerp, Groenenborgerlaan 171, Antwerp 2020, Belgium e-mail:

Abstract

A method is presented to assess the transmission path of vibration energy and to localize sources or sinks on shells with arbitrary shape, constant thickness, and isotropic material properties. The derived equations of the structural intensity (SI) are based on the Kirchhoff–Love postulates and are formulated in terms of displacements, Lamé parameters, principal curvatures, and their partial derivatives with respect to the principal curvilinear coordinates (PCC). To test the accuracy of the method, two numerical models of thin shells with nonuniform curvatures were developed. The coordinates, displacements, and principal curvature directions (PCDs) at the shell's outer surface were used to estimate the SI vector fields and the energy density at the shell's middle surface. The power estimated from the surface integral of the divergence of the SI over the source was compared to the actual power injected in the shell. The absolute error in both models did not exceed 1%, showing that, in theory, the method is able to handle the high-order spatial derivatives of the displacement and geometry data. The qualitative effect of varying the internal damping in the models on the energy transmission was also investigated.

Funder

Fonds Wetenschappelijk Onderzoek

Publisher

ASME International

Subject

General Engineering

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