[Univ of Cambridge] [Dept of Engineering] [DSL]

Vibration of Prestressed Membrane Structures

Large deployable space structures include requirements for reflecting surfaces for antennae, reflectors and solar arrays. Their efficiency depends not only on surface accuracy but also on the vibration characteristics of these reflecting surfaces. Therefore, a more careful study on vibration behaviuor of various prestressed membrane structures is carried out.

A preliminary vibration analysis of arbitrary shape flat membranee is done using a finite element package, ABAQUS, and compared with analytical solutions. The preliminary analysis shows good agreement between finite element, ABAQUS, and analytical solutions. Therefore, in all other simulations ABAQUS is used. As membrane has no compression or bending stiffness, it is prestressed to act as a structural element.

An experimental study of the vibration of a flat membrane is done as shown in Figure 1. The membrane model was excited using a small hammer, and the response is measured using a laser vibrometer to determine the natural frequencies and mode shapes of the model.

Figure 1: Experiment set-up for impulse excitation.

Figure 2 shows the Frequency Response Function (FRF) of the membrane model. The natural frequency is identified from the figure.

Figure 2:Frequency Response Function plot.

The experimental natural frequencies were considerably lower than the finite element results. This indicated the effect of the surrounding air on the membrane vibration. A similar experimental study carried out at various atmospheric pressures in a vacuum chamber, published in 1983, indicates the effect of air on vibration.

A simple analytical method is derived to predict the natural frequencies and mode shapes of flat membranes of any shape vibrating in a fluid at any pressure. The prediction method is validated for a flat membrane.

Then, natural frequency and mode shape of a flat membrane vibrating in an unbounded air medium is analysed using finite element techniques, i.e. using ABAQUS. The air medium is characterised by a single pressure variable and the coupling is achieved by considering interface forces between the air medium and the structural surface. The coupling stiffness and mass matrix is unsymmetric. Therefore steady state response analysis carried out to find out resonance frequencies of the model. Natural frequencies are obtained from the response diagram. A sample frequency response plot is shown in Figure 3.

Figure 3:Frequency Response Function of Finite element analysis.

Natural frequencies and mode shapes of a deployable membrane reflector, shown in Figure 4, currently under development by the European Space Agency are obtained using ABAQUS for various reflector diameters, hub dimensions, number of ribs and prestress. The analysis results indicate that the fundamental natural frequency of the reflector decreases with the increase of diameter of the reflector and does not change greatly with the increase of hub radius. Furthermore, the fundamental natural frequency increases with the increase of membrane prestress. A periodic nature of variation in the results is observed.

Figure 4: CRTS Reflector.


Last updated on February 14, 2001

S. Kukathasan - sk299@eng.cam.ac.uk