Huang Youqin, Huang Richeng, Huang Yonghui
Research Centre for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou 510006, China.
Materials (Basel). 2023 Apr 26;16(9):3404. doi: 10.3390/ma16093404.
Dynamic stability is an important mechanical behavior of nanobeams, which has been studied extensively using the Euler-Bernoulli and Timoshenko beam theories, while the Levinson-beam-theory-based dynamic instability analysis of nanobeams has not been investigated yet. Shear deformation is not or is not suitably considered in the Euler-Bernoulli and Timoshenko theories, so it is very important to introduce the Levinson beam theory in the dynamic stability analysis of nanobeams, which correctly models the combined action of bending and shear in nanobeams with smaller length/height ratios. In this work, the equation of the transverse vibration of a Levinson beam embedded in an elastic foundation is firstly formulated based on the displacement field of Levinson beam theory, and the nonlocal theory is further applied to the Levinson nanobeam. Then, the governing equation of the dynamic stability of the Levinson nanobeam is derived using Bolotin's method to achieve a generalized eigenvalue problem corresponding to the boundaries of regions of dynamic instability. The principal instability region (PIR) is the most important among all regions, so the boundary of the PIR is focused on in this work to investigate the dynamic stability of the Levinson nanobeam. When the width, length/height ratio, density, Young's modulus, Poisson's ratio, size scale parameter, and medium stiffness increase by about 1.5 times, the width of the PIR changes by about 19%, -57%, -20%, 65%, 0, -9%, and -11%, respectively. If a smaller critical excitation frequency and narrower width of the PIR correspond to the better performance of dynamic stability, the study shows that the dynamic stability of the Levinson nanobeam embedded in an elastic medium improves under a larger length and density and a smaller width, height, and Young's modulus, since these factors are related to the natural frequency of the nanobeam which controls the width of the PIR. Additionally, the local model would overestimate the dynamic stability behavior of the Levinson nanobeam.
动态稳定性是纳米梁的一种重要力学行为,人们已运用欧拉 - 伯努利梁理论和铁木辛柯梁理论对其进行了广泛研究,而基于列文森梁理论的纳米梁动态失稳分析尚未开展。在欧拉 - 伯努利梁理论和铁木辛柯梁理论中未考虑或未恰当考虑剪切变形,因此在纳米梁的动态稳定性分析中引入列文森梁理论非常重要,该理论能正确模拟长度/高度比更小的纳米梁中弯曲和剪切的联合作用。在这项工作中,首先基于列文森梁理论的位移场建立了嵌入弹性基础的列文森梁横向振动方程,并将非局部理论进一步应用于列文森纳米梁。然后,采用博洛廷方法推导列文森纳米梁的动态稳定性控制方程,以得到对应动态失稳区域边界的广义特征值问题。主失稳区域(PIR)在所有区域中最为重要,因此本文聚焦于PIR的边界来研究列文森纳米梁的动态稳定性。当宽度、长度/高度比、密度、杨氏模量、泊松比、尺寸比例参数和介质刚度分别增加约1.5倍时,PIR的宽度分别变化约19%、 -57%、 -20%、65%、0、 -9%和 -11%。如果较小的临界激励频率和较窄的PIR宽度对应更好的动态稳定性表现,研究表明,嵌入弹性介质中的列文森纳米梁在长度和密度较大、宽度、高度和杨氏模量较小时动态稳定性会提高,因为这些因素与控制PIR宽度的纳米梁固有频率相关。此外,局部模型会高估列文森纳米梁的动态稳定性行为。