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Adaptive Fuzzy Vibration Control of Smart Structure with VFIFE Modeling

Published online by Cambridge University Press:  16 July 2015

R. Xu*
Affiliation:
National University of Defense Technology, Changsha, PR China
D.-X. Li
Affiliation:
National University of Defense Technology, Changsha, PR China
J.-P. Jiang
Affiliation:
National University of Defense Technology, Changsha, PR China
W. Liu
Affiliation:
National University of Defense Technology, Changsha, PR China
*
*Corresponding author (xurui@nudt.edu.cn)
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Abstract

The vibration control of smart structure is considered in this paper. Membrane SAR antenna structure with piezoelectric sensors and actuators is taken as an example. The dynamic model is build up based on vector form intrinsic finite element (VFIFE) method. The four nodes membrane element, sensor element and actuator element for VFIFE are presented. By decentralized control stratagem, the bending and torsional vibrations of the membrane SAR antenna can be decoupled on measurement and driving control. The fuzzy control and adaptive fuzzy control are applied to suppress the bending and torsional vibrations of the membrane SAR structure. In the numerical experiment section, form finding is first carried out, then vibration control simulations are studied. The results demonstrate that adaptive fuzzy control algorithm can suppress the vibrations more effectively than the fuzzy control algorithm.

Type
Research Article
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2015 

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References

REFERENCES

1.Huang, J., Lou, M. and Caro, E., “Super-Low-Mass Spaceborne SAR Array Concepts,” Antennas and Propagation Society International Symposium, Montreal, Quebec, Canada (1997).Google Scholar
2.Leipold, M., Runge, H. and Sickinger, C.Large SAR Membrane Antennas with Lightweight De-ployable Booms,” 28th ESA Antenna Workshop on Space Antenna Systems and Technologies, ESA/ESTEC, Noordwijk, Netherlands (2005).Google Scholar
3.Amezquita-Sanchez, J.P., et al., “Vibration Control on Smart Civil Structures: A Review,” Mechanics of Advanced Materials and Structures, 21, pp. 2338 (2013).Google Scholar
4.Li, D.-X., Liu, W. and Jiang, J.-P., “Optimal Place-ment of Controls for Truss Structures in Space,” IEEE Intelligent Systems, 27, pp. 5156 (2012).Google Scholar
5.Li, D.-X. and Xu, R., “Optimal Design and Control of Smart Space Structures: A Memetic Evolution Approach,” Intelligent Systems, IEEE, 29, pp. 4046 (2014).Google Scholar
6.Li, D. and Xu, R., “Autonomous Decentralized In-tel-Ligent Vibration Control for Large Split-Blanket Solar Arrays,” Science China-Technological Sciences, 56, pp. 703712 (2013).CrossRefGoogle Scholar
7.Qiu, Z.-C., et al., “Vibration Control of Two-Connected Piezoelectric Flexible Plate Using Nonlinear Algorithm and T-S Fuzzy Controller,” Journal of Intelligent Material Systems and Structures, 26, pp. 125 (2014).Google Scholar
8.Sales, T.P., Rade, D.A. and De Souza, L.C.G., “Pas-Sive Vibration Control of Flexible Spacecraft Using Shunted Piezoelectric Transducers,” Aerospace Science and Technology, 29, pp. 403412 (2013).CrossRefGoogle Scholar
9.Li, W.P. and Huang, H., “Integrated Optimization of Actuator Placement and Vibration Control for Piezoelectric Adaptive Trusses,” Journal of Sound and Vibration, 332, pp. 1732 (2013).Google Scholar
10.Ting, E.C., Shih, C. and Wang, Y.K., “Fundamentals of a Vector form Intrinsic Finite Element: Part II. Plane Solid Elements,” Journal of Mechanics, 20, pp. 123132 (2004).Google Scholar
11.Ting, E.C., Shih, C. and Wang, Y.K., “Fundamentals of a Vector form Intrinsic Finite Element: Part I. Basic Procedure and a Plane Frame Element,” Journal of Mechanics, 20, pp. 113122 (2004).Google Scholar
12.Shih, C., Wang, Y.K. and Ting, E.C., “Fundamentals of a Vector form Intrinsic Finite Element: Part III. Convected Material Frame and Examples,” Journal of Mechanics, 20, pp. 133143 (2004).CrossRefGoogle Scholar
13.Wang, C.Y., et al., “Nonlinear Dynamic Analysis of Reticulated Space Truss Structures,” Journal of Mechanics, 22, pp. 199212 (2006).Google Scholar
14.Wang, C.-Y., Wang, R.-Z. and Tsai, K.-C., “Numerical Simulation of the Progressive Failure and Collapse of Structure Under Seismic and Impact Loading,” 4th International Conference on Earthquake Engineering, Taipei, Taiwan (2006).Google Scholar
15.Wu, T.Y., Wang, R.Z. and Wang, C.Y., “Large De-Flection Analysis of Flexible Planar Frames,” Journal of the Chinese Institute of Engineers, 29, pp. 593606 (2006).Google Scholar
16.Wu, T.-Y., Tsai, W.-C. and Lee, J.-J., “Dynamic Elastic—Plastic and Large Deflection Analyses of Frame Structures Using Motion Analysis of Structures,” Thin-Walled Structures, 47, pp. 11771190 (2009).CrossRefGoogle Scholar
17.Wu, T.Y., et al., “Motion Analysis of 3D Membrane Structures by a Vector form Intrinsic Finite Element,” Journal of the Chinese Institute of Engineers, 30, pp. 961976 (2007).Google Scholar
18.Wu, T.Y. and Ting, E.C., “Large Deflection Analysis of 3D Membrane Structures by a 4-Node Quadrilateral Intrinsic Element,” Thin-Walled Structures, 46, pp. 261275 (2008).Google Scholar
19.Lien, K.H., et al., “Nonlinear Behavior of Steel Structures Considering the Cooling Phase of a Fire,” Journal of Constructional Steel Research, 65, pp. 17761786 (2009).Google Scholar
20.Lien, K.H., et al., “Vector form Intrinsic Finite EleMent Analysis of Nonlinear Behavior of Steel StrucTures Exposed to Fire,” Engineering Structures, 32, pp. 8092 (2010).Google Scholar
21.Lien, K.H., Chiou, Y.J. and Hsiao, P.A., “Vector form Intrinsic Finite-Element Analysis of Steel Frames with Semirigid Joints,” Journal of Structural Engineering, 138, pp. 327336 (2012).Google Scholar
22.Wu, T.-Y., “Dynamic Nonlinear Analysis of Shell Structures Using a Vector form Intrinsic Finite Ele-Ment,” Engineering Structures, 56, pp. 20282040 (2013).Google Scholar
23.Gosling, P.D., et al., “Analysis and Design of Mem-Brane Structures: Results of a Round Robin Exercise,” Engineering Structures, 48, pp. 313328 (2013).Google Scholar