Adjoint methods of sensitivity analysis for Lyapunov equation
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Abstract
The existing direct sensitivity analysis of optimal structural vibration control based on Lyapunov’s second method is computationally expensive when applied to finite element models with a large number of degree-of-freedom and design variables. A new adjoint sensitivity analysis method is proposed in this paper. Using the new method the sensitivity of the performance index, a time integral of a quadratic function of state variables, with respect to all design variables is calculated by solving two Lyapunov matrix equations. In consideration of computational cost reduction, the new adjoint method is further extended to the reduced order model by Guyan method. This makes the method applicable to large finite element models. Two numerical examples demonstrate the accuracy and efficiency of the proposed method.
Keywords
Adjoint sensitivity analysis Lyapunov’s second method Passive vibration controlNotes
Acknowledgment
This work is supported by National Natural Science Foundation of China (91216201 and 11372062).
References
- Asami T, Nishihara O, Baz AM (2002) Analytical solutions to H∞ and H2 optimization of dynamic vibration absorbers attached to damped linear systems. J Vib Acoust 124(2):284–295CrossRefGoogle Scholar
- Bendsoe MP, Sigmund O (2003) Topology optimization: theory, methods and applications. Springer, Berlin, HeidelbergGoogle Scholar
- Díaaz AR, Kikuchi N (1992) Solutions to shape and topology eigenvalue optimization problems using a homogenization method. Int J Numer Methods Eng 35(7):1487–1502CrossRefGoogle Scholar
- Du D (2008) Analytical solutions for DVA optimization based on the lyapunov equation. J Vib Acoust 130(5):054501CrossRefGoogle Scholar
- Guyan RJ (1965) Reduction of stiffness and mass matrices. AIAA J 3(2):380–380CrossRefGoogle Scholar
- Housner GW, Bergman L, Caughey TK et al (1997) Structural control: past, present, and future. J Eng Mech 123(9):897–971CrossRefGoogle Scholar
- Irons B (1965) Structural eigenvalue problems—elimination of unwanted variables. AIAA J 3(5):961–962CrossRefGoogle Scholar
- Jensen JS, Nakshatrala PB, Tortorelli DA (2014) On the consistency of adjoint sensitivity analysis for structural optimization of linear dynamic problems. Struct Multidiscip Optim 49(5):831–837CrossRefMathSciNetGoogle Scholar
- Kalman RE, Bertram JE (1960) Control system analysis and design Via the “second method” of lyapunov: I—continuous-time systems. J Fluids Eng 82(2):371–393MathSciNetGoogle Scholar
- Kang Z, Wang X, Wang R (2009) Topology optimization of space vehicle structures considering attitude control effort. Finite Elem Anal Des 45:431–438CrossRefGoogle Scholar
- Korenev BG, Reznikov LM (1993) Dynamic vibration absorbers: theory and technical applications. Wiley, ChichesterGoogle Scholar
- Marano GC, Greco R, Trentadue F, Chiaia B (2007) Constrained reliability-based optimization of linear tuned mass dampers for seismic control. Int J Solids Struct 44(22):7370–7388CrossRefMATHGoogle Scholar
- Marano GC, Greco R, Chiaia B (2010) A comparison between different optimization criteria for tuned mass dampers design. J Sound Vib 329(23):4880–4890CrossRefGoogle Scholar
- Mead DJ, Meador DJ (1998) Passive vibration control. Wiley, ChichesterGoogle Scholar
- Molter A, da Silveira OA, Bottega V, Fonseca JS (2013) Integrated topology optimization and optimal control for vibration suppression in structural design. Struct Multidiscip Optim 47(3):389–397CrossRefMathSciNetMATHGoogle Scholar
- Ogata K, Yang Y (1970) Modern control engineeringGoogle Scholar
- Ozer MB, Royston TJ (2005) Extending Den Hartog’s vibration absorber technique to multi-degree-of-freedom systems. J Vib Acoust 127(4):341–350CrossRefGoogle Scholar
- Pennestrı E (1998) An application of Chebyshev's min–max criterion to the optimal design of a damped dynamic vibration absorber. J Sound Vib 217(4):757–765CrossRefGoogle Scholar
- Preumont A (1997) Vibration control of active structures. Kluwer academic publishers, DordrechtCrossRefMATHGoogle Scholar
- Rüdinger F (2006) Optimal vibration absorber with nonlinear viscous power law damping and white noise excitation. J Eng Mech 132(1):46–53CrossRefGoogle Scholar
- Van Keulen F, Haftka RT, Kim NH (2005) Review of options for structural design sensitivity analysis. Part 1: linear systems. Comput Methods Appl Mech Eng 194(30):3213–3243CrossRefMATHGoogle Scholar
- Wang BP, Kitis L, Pilkey WD (1984) Transient response optimization of vibrating structures by Liapunov’s second method. J Sound Vib 96:505–512CrossRefMATHGoogle Scholar
- Wang W, Cheng GD, Li QH (2013) Fast dynamic performance optimization of complicated beam-type structures based on two new reduced physical models. Eng Optim 45(7):835–850CrossRefMathSciNetGoogle Scholar
- Zhang X, Kang Z (2013) Topology optimization of damping layers for minimizing sound radiation of shell structures. J Sound Vibration 332:2500–2519CrossRefGoogle Scholar