A novel method for piezoelectric transducers placement for passive vibration control of geometrically non-linear structures

被引:11
|
作者
Lin, Y-J. [1 ]
Venna, Suresh V. [1 ]
机构
[1] Univ Akron, Dept Mech Engn, Akron, OH 44325 USA
关键词
transducers; vibration measurement; piezoelectricity; finite element analysis;
D O I
10.1108/02602280810882599
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
Purpose - The purpose of this paper is to propose an effective and novel methodology to determine optimal location of piezoelectric transducers for passive vibration control of geometrically complicated structures and shells with various curvatures. An industry-standard aircraft leading-edge structure is considered for the actuator placement analysis and experimental verification. Design/methodology/approach - The proposed method is based on finite element analysis of the underlying structure having a thin layer of piezoelectric elements covering the entire inner surface with pertinent boundary conditions. All the piezoelectric properties are incorporated into the elements. Specifically, modal piezoelectric analysis is performed to provide computed tomography for the evaluations of the electric potential distributions on these piezoelectric elements attributed by the first bending and torsional modes of structural vibration. Then, the outstanding zone(s) yielding highest amount of electric potentials can be identified as the target location for the best actuator placement. Findings - Six piezoelectric vibration absorbers are determined to be placed alongside both of the fixed edges. An experimental verification of the aluminum leading edge's vibration suppression using the proposed method is conducted exploiting two resistive shunt circuits for the passive damping. A good agreement is obtained between the analytical and experimental results. In particular, vibration suppression around 30 and 25 per cent and Q-factor reduction up to 15 and 10 per cent are obtained in the designated bending and torsional modes, respectively. In addition, some amount of damping improvement is observed at higher modes of vibration as well. Research limitations/implications - The frequency in the proposed approach will be increased slowly and gradually from 0 to 500 Hz. When the frequency matches the natural frequency of the structure, owing to the resonant condition the plate will vibrate heavily. The vibrations of the plate can be observed by connecting a sensor to an oscilloscope. Owing to the use of only one sensor, not all the modes can be detected. Only the first few modes can be picked up by the sensor, because of its location. Practical implications - This method can also be used in optimizing not only the location but also the size and shape of the passive vibration absorber to attain maximum amount of damping. This can be achieved by simply changing the dimensions and shape of the piezoelectric vibration absorber in the finite element model on an iterative basis to find the configuration that gives maximum electric potential. Originality/value - The determination of optimal location(s) for piezoelectric transducers is very complicated and difficult if the geometry of structures is curved or irregular. Therefore, it has never been reported in the literature. Here an efficient FEA-based electric potential tomography method is proposed to identify the optimized locations for the PZT transducers for passive vibration control of geometrically complicated structures, with minimal efforts. in addition, this method will facilitate the determination of electric potentials that would be obtained at all the possible locations for piezoelectric transducers and hence makes it possible to optimize the placement and configurations of the candidate transducers on complex shape structures.
引用
收藏
页码:233 / 241
页数:9
相关论文
共 50 条
  • [31] Geometrically non-linear analysis of FG-CNTRC shell structures with surface-bonded piezoelectric layers
    Mallek, H.
    Jrad, H.
    Algahtani, A.
    Wali, M.
    Dammakh, F.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 347 : 679 - 699
  • [32] Linear and Geometrically Non-linear Free in-Plane Vibration of a Circular Arch with Damages
    Outassafte, Omar
    Adri, Ahmed
    El Khouddar, Yassine
    El Hantati, Issam
    Rifai, Said
    Benamar, Rhali
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2022, 16 (04) : 613 - 629
  • [33] Geometrically Non-linear Analysis of Elastic Structures by Petrov-Galerkin Natural Element Method
    Lee, Hong-Woo
    Cho, Jin-Rae
    KSCE JOURNAL OF CIVIL ENGINEERING, 2019, 23 (04) : 1756 - 1765
  • [34] Optimization of geometrically non-linear structures based on a multi-point approximation method and adaptivity
    Polynkine, A.A.
    Van Keulen, F.
    Toropov, V.V.
    Engineering Computations (Swansea, Wales), 1996, 13 (02): : 76 - 97
  • [35] A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures
    Rabczuk, Timon
    Zi, Goangseup
    Bordas, Stephane
    Nguyen-Xuan, Hung
    ENGINEERING FRACTURE MECHANICS, 2008, 75 (16) : 4740 - 4758
  • [36] Optimization of geometrically non-linear structures based on a multi-point approximation method and adaptivity
    Polynkine, AA
    VanKeulen, F
    Toropov, VV
    ENGINEERING COMPUTATIONS, 1996, 13 (2-4) : 76 - &
  • [37] Optimization of geometrically non-linear structures based on a multi-point approximation method and adaptivity
    Institute for Mechanics, Nizhny Novgorod University, Russia
    不详
    不详
    Eng Comput (Swansea Wales), 2-4 (76-97):
  • [38] Optimization of geometrically non-linear structures based on a multi-point approximation method and adaptivity
    Institute for Mechanics, Nizhny Novgorod University, Russia
    不详
    不详
    Eng Comput (Swansea Wales), 3 (76-97):
  • [39] Optimization of geometrically non-linear structures based on a multi-point approximation method and adaptivity
    Institute for Mechanics, Nizhny Novgorod University, Russia
    不详
    不详
    Engineering Computations (Swansea, Wales), 1996, 13 (04): : 76 - 97
  • [40] Geometrically Non-linear Analysis of Elastic Structures by Petrov-Galerkin Natural Element Method
    Hong-Woo Lee
    Jin-Rae Cho
    KSCE Journal of Civil Engineering, 2019, 23 : 1756 - 1765