Huang Youqin, Huang Richeng, Zhang Jiachang
Research Centre for Wind Engineering and Engineering Vibration, Guangzhou University, Guangzhou 510006, China.
Materials (Basel). 2023 Feb 15;16(4):1626. doi: 10.3390/ma16041626.
The dynamic stability of nanobeams has been investigated by the Euler-Bernoulli and Timoshenko beam theories in the literature, but the higher-order Reddy beam theory has not been applied in the dynamic stability evaluation of nanobeams. In this work, the governing equations of the motion and dynamic stability of a nanobeam embedded in elastic medium are derived based on the nonlocal theory and the Reddy's beam theory. The parametric studies indicate that the principal instability region (PIR) moves to a lower frequency zone when length, sectional height, nonlocal parameter, Young's modulus and mass density of the Reddy nanobeam increase. The PIR shifts to a higher frequency zone only under increasing shear modulus. Increase in length makes the width of the PIR shrink obviously, while increase in height and Young's modulus makes the width of the PIR enlarge. The sectional width and foundation modulus have few effects on PIR.
文献中已通过欧拉 - 伯努利梁理论和铁木辛柯梁理论研究了纳米梁的动力稳定性,但高阶瑞迪梁理论尚未应用于纳米梁的动力稳定性评估。在这项工作中,基于非局部理论和瑞迪梁理论推导了嵌入弹性介质中的纳米梁的运动控制方程和动力稳定性方程。参数研究表明,当瑞迪纳米梁的长度、截面高度、非局部参数、杨氏模量和质量密度增加时,主不稳定区域(PIR)移向较低频率区。仅在剪切模量增加时,PIR移向较高频率区。长度增加使PIR的宽度明显缩小,而高度和杨氏模量增加使PIR的宽度扩大。截面宽度和基础模量对PIR影响较小。