Paper
1 August 2003 Robust design and control of piezoelectric laminate beams using a simultaneous optimization method
Wei Chen, Markus Buehler, Gordon G. Parker, Bernhard Bettig
Author Affiliations +
Abstract
In this paper, robust control of piezoelectric laminate beams by simultaneously optimizing the smart material distribution and the closed-loop control system is implemented. Through topological optimization of smart material, using a homogenization approach and a linear quadratic regulator (LQR), a new type of sensor with the ability to increase the stability margin is obtained. The method is applied to a pinned-pinned beam where two cost functions are considered, both focus on increasing the stability margin of the closed-loop system. The first one is based on the observability gramian and the second one on the control weighting parameter of the LQR cost function. Both cost functions yield optimal sensor distributions that improve the closed-loop performance as compared to uniform density distributions. Although not explicitly considered in the cost function design, the sensor distribution based on the LQR control weighting parameter was consistently smoother than those based on the observability gramian. This is an important practical consideration for sensor fabrication.
© (2003) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Wei Chen, Markus Buehler, Gordon G. Parker, and Bernhard Bettig "Robust design and control of piezoelectric laminate beams using a simultaneous optimization method", Proc. SPIE 5049, Smart Structures and Materials 2003: Modeling, Signal Processing, and Control, (1 August 2003); https://doi.org/10.1117/12.482736
Lens.org Logo
CITATIONS
Cited by 2 scholarly publications.
Advertisement
Advertisement
RIGHTS & PERMISSIONS
Get copyright permission  Get copyright permission on Copyright Marketplace
KEYWORDS
Sensors

Control systems

Smart materials

Ferroelectric polymers

Actuators

Homogenization

Smart structures

Back to Top