MEM加速度计折叠梁的应力分析

M. Tecpoyotl-Torres, R. Cabello-Ruíz, J. G. Vera-Dimas, Israel Garcia-Salmoran, A. Torres-Jácome, R. Vargas-Bernal
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引用次数: 0

摘要

系统的弹性特性可以通过应力分析来确定。为了不超过其弹性极限,这意味着避免永久变形,这可能完全改变系统的性能,这些知识是有用的。本文给出了加速度计折叠梁在恒定加速度作用下产生的正应力的理论和模拟结果。所分析的系统通过四根平梁有一个悬吊质量。分析是在考虑悬臂梁的情况下实现的,因为这个单元被用作支撑梁。悬架梁上存在均匀分布的荷载。在模拟中,将1g (9.81 m/s2)施加到几个不同尺寸和几何形状的加速度计上,目的是观察正应力不应超过硅的弹性极限。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stress Analysis on the Folded Beams of a MEM Accelerometer
The elastic behavior of a system can be determined by the stress analysis. This knowledge is useful in order to not exceed its limit of elasticity that means, to avoid permanent deformations, which can totally modify the performance of the system. In this paper, theoretical and simulated results of the normal stress generated in the folded beams of an accelerometer, under constant acceleration, are presented. The system under analysis has a suspended mass by means of four flat beams. The analysis was realized considering a cantilever, because this element is used as beam of support. A uniformly distributed load is present on the suspension beams. In simulations, 1g (9.81 m/s2) was applied to several accelerometers with different dimensions and geometries, with the purpose of observing that the normal stress should not exceed the elastic limit of silicon.
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