IEEE Trans Ultrason Ferroelectr Freq Control. 2018 May;65(5):815-827. doi: 10.1109/TUFFC.2018.2808239.
In this paper, we derive and compare the linear static bending of piezoelectric actuators with transversal ( ) and longitudinal ( ) coupling. The transducers are, respectively, structures utilizing top and bottom electrodes (TBEs) and interdigitated electrodes (IDEs). While the theory is well developed for the TBE beam, governing equations for the bending of the piezoelectric beams with IDEs are far less developed. We improve on this by deriving the governing equation for the IDE beam with an arbitrary number of layers and with coupling consistently included. In addition, we introduce a phenomenological quadratic form for the nonuniform field that lets us derive a deflection formula with nontrivial effects of the field accounted for. The theory is applied to derive deflection formulas for both cantilever and clamped-clamped beams. All analytic results are validated with numerical simulations. From the analytic models, two different figures of merit (FOMs) are derived. We show that these FOMs are the same for cantilevers and doubly clamped beams. The analysis indicates the optimal transducer length for clamped-clamped beams and gives a criterion that can be used to determine which design concept ( or ) gives the largest deflection.
在本文中,我们推导并比较了具有横向()和纵向()耦合的压电执行器的线性静态弯曲。换能器分别是利用顶电极和底电极(TBE)和叉指电极(IDE)的结构。虽然 TBE 梁的理论已经很成熟,但具有 IDE 的压电梁的弯曲的控制方程却远不那么发达。我们通过推导出具有任意层数和一致包含耦合的 IDE 梁的控制方程来改进这一点。此外,我们引入了一种用于非均匀场的现象学二次形式,使我们能够推导出一个具有考虑到场的非平凡效应的挠度公式。该理论应用于推导悬臂梁和固支梁的挠度公式。所有的分析结果都通过数值模拟进行了验证。从分析模型中,推导出了两个不同的性能指标(FOM)。我们表明,对于悬臂梁和双固支梁,这些 FOM 是相同的。分析表明了固支梁的最佳换能器长度,并给出了一个可以用来确定哪种设计概念(或)给出最大挠度的准则。