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ANALYSIS OF FORCED VIBRATIONS IN MICRO-SCALE ANISOTROPIC THERMO-ELASTIC BEAMS DUE TO CONCENTRATED LOADS

机译:集中载荷作用下微尺度各向异性热弹性梁中的强迫振动分析

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摘要

This article is devoted to model and analyze the transverse deflection and thermal moment of transverse vibrations in a transversely isotropic, thermo-elastic beam resonator under the action of time harmonic concentrated load. The governing equations of flexural vibrations and thermal moment in a transversely isotropic, thermo-elastic Euler-Bernoulli beam have been derived in a closed form. A time harmonic point load is assumed to act on the beam at a given distance from the origin. The beam is assumed to be at either clamped-clamped (CC), simply supported-simply supported (SS), clamped-simply supported (CS), or clamped-free (CF) conditions at its ends. The Laplace transform technique has been used to find the transverse deflection and thermal moment in the transform domain due to the action of concentrated load in a beam under above conditions in case of both free and forced vibrations. The analytic expressions obtained in the physical domain after inversion of Laplace transforms have been computed numerically with the help of MATLAB software for silicon material beam. The results for coupled thermo-elastic, elastic, and isotropic beams have been deduced as special cases. The computer-simulated results have been presented graphically. The study may find applications in development and design of resonators (sensors), precision thermometers, and energy harvesters.
机译:本文致力于在时谐集中载荷作用下,对横观各向同性的热弹性梁共振器中的横向振动的横向挠度和热矩进行建模和分析。横观各向同性的热弹性Euler-Bernoulli梁中的弯曲振动和热矩的控制方程式已经以封闭形式导出。假定时间谐波点负载在距原点的给定距离处作用在梁上。假定梁的端部处于夹紧-夹紧(CC),简单支撑-简单支撑(SS),夹紧-简单支撑(CS)或自由夹紧(CF)的状态。在自由振动和强制振动的情况下,由于在上述条件下梁中的集中载荷的作用,拉普拉斯变换技术已被用于查找变换域中的横向挠度和热矩。借助MATLAB软件对硅材料束进行了Laplace变换反演后,在物理域中获得的解析表达式已得到数值计算。在特殊情况下,可以推导出热弹性,弹性和各向同性梁耦合的结果。计算机模拟结果已以图形方式显示。该研究可能会在谐振器(传感器),精密温度计和能量收集器的开发和设计中找到应用。

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