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考虑挠曲电效应的铁木辛柯梁的几何非线性

Geometrical Nonlinearity for a Timoshenko Beam with Flexoelectricity.

作者信息

Repka Miroslav, Sladek Jan, Sladek Vladimir

机构信息

Institute of Construction and Architecture, Slovak Academy of Sciences, Dubravska Cesta 9, 84503 Bratislava, Slovakia.

出版信息

Nanomaterials (Basel). 2021 Nov 19;11(11):3123. doi: 10.3390/nano11113123.

Abstract

The Timoshenko beam model is applied to the analysis of the flexoelectric effect for a cantilever beam under large deformations. The geometric nonlinearity with von Kármán strains is considered. The nonlinear system of ordinary differential equations (ODE) for beam deflection and rotation are derived. Moreover, this nonlinear system is linearized for each load increment, where it is solved iteratively. For the vanishing flexoelectric coefficient, the governing equations lead to the classical Timoshenko beam model. Furthermore, the influence of the flexoelectricity coefficient and the microstructural length-scale parameter on the beam deflection and the induced electric intensity is investigated.

摘要

铁木辛柯梁模型被应用于分析大变形下悬臂梁的挠电效应。考虑了具有冯·卡门应变的几何非线性。推导了梁挠度和转角的非线性常微分方程组。此外,对于每个载荷增量,该非线性系统被线性化,并通过迭代求解。当挠电系数消失时,控制方程可得到经典的铁木辛柯梁模型。此外,还研究了挠电系数和微观结构长度尺度参数对梁挠度和感应电场强度的影响。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4b36/8620600/9c0ee830f1b1/nanomaterials-11-03123-g001.jpg

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