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悬臂梁结构下石英晶片的力-频率特性

The Force-Frequency Characteristics of Quartz Wafers under a Cantilever Beam Structure.

作者信息

Shen Junquan, Chen Chin-Yin, Wu Cheng-Yi, Cheng Jiguang, Chao Min-Chiang, Zhou Qiang, Lu Congda

机构信息

College of Mechanical Engineering, Zhejiang University of Technology, Hangzhou 310023, China.

Zhejiang Key Laboratory of Robotics and Intelligent Manufacturing Equipment Technology, Ningbo Institute of Materials Technology and Engineer, Chinese Academy of Sciences, Ningbo 315201, China.

出版信息

Sensors (Basel). 2024 May 24;24(11):3359. doi: 10.3390/s24113359.

Abstract

This study investigated the force-frequency characteristics of quartz wafers inside a cantilever beam frame. Firstly, the force-frequency coefficient formula of quartz wafers with fixed ends under axial force was analyzed. Firstly, the formula for the force-frequency coefficient of quartz wafers with fixed ends under axial force was analyzed. A force-frequency coefficient formula suitable for cantilever beam structures was derived by considering the changes in surface stress and stiffness of quartz wafers with fixed ends and one end under force on the other. Subsequently, the formula's accuracy was verified by experiments, and the accuracy was more than 92%. In addition, strain simulation analysis was performed on three different shapes of quartz wafers, and experimental verification was carried out on two of them. The results revealed that trapezoidal quartz wafers and cantilever beam structures exhibited superior stress distribution to rectangular chips. Furthermore, by positioning electrodes at various locations on the surface of the quartz chip, it was observed that, as the electrodes moved closer to the fixed end, the force-frequency coefficient of the rectangular quartz chip increased, along with an increase in chip strain under the cantilever structure. In summary, this study provides a new approach for designing cantilever quartz resonator sensors in the future.

摘要

本研究考察了悬臂梁框架内石英晶片的力-频率特性。首先,分析了固定端石英晶片在轴向力作用下的力-频率系数公式。通过考虑固定端以及一端受力另一端自由的石英晶片的表面应力和刚度变化,推导了适用于悬臂梁结构的力-频率系数公式。随后,通过实验验证了该公式的准确性,准确率超过92%。此外,对三种不同形状的石英晶片进行了应变模拟分析,并对其中两种进行了实验验证。结果表明,梯形石英晶片和悬臂梁结构的应力分布优于矩形芯片。此外,通过在石英芯片表面的不同位置放置电极,观察到随着电极向固定端靠近,矩形石英芯片的力-频率系数增加,同时悬臂结构下芯片应变也增加。总之,本研究为未来悬臂式石英谐振器传感器的设计提供了一种新方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/20c7/11174824/88a5019ab365/sensors-24-03359-g001.jpg

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