A Multi-Point Loaded Piezocomposite Beam: Mechanics and Response to Harmonic Excitation

P. S. Heaney, O. Bilgen
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引用次数: 2

Abstract

In this paper a multi-segment beam, in what is called an inertial four-point loaded configuration, is proposed and its dynamic response is analyzed. In this configuration, two symmetrical overhanging free segments extend beyond the pinned supports, and two tip masses are attached to these free segments yielding symmetrical inertial loading at the tips. By varying the configuration parameters of this multi-segment beam, such as support locations and tip loading, the dynamic response of the system can be significantly altered. The harmonically excited transverse vibration of a piezocomposite beam with four-point loaded boundary conditions is analyzed as a function of the support location and tip mass. Experimental data for several support locations is presented for validation of the analytical model and the predicted relationship between the system natural frequency, support locations, and tip masses. Comparisons are also made between the multi-point loaded cases and a reference cantilevered beam. The analytical and experimental results demonstrate that the natural frequency of a multi-point loaded beam can be continuously adjusted in a relatively wide range using the configuration changes investigated.
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多点加载的压电复合材料梁:力学与谐波激励响应
本文提出了一种惯性四点加载结构的多段梁,并对其动态响应进行了分析。在这种结构中,两个对称的悬垂自由段延伸到固定支撑之外,两个尖端质量附着在这些自由段上,在尖端处产生对称的惯性载荷。通过改变多段梁的结构参数,如支承位置和尖端载荷,可以显著改变系统的动态响应。分析了四点加载边界条件下压电复合材料梁的谐波横向振动与支承位置和端部质量的关系。给出了几个支承位置的实验数据,验证了分析模型以及系统固有频率、支承位置和尖端质量之间的预测关系。并将多点加载情况与参考悬臂梁进行了比较。分析和实验结果表明,利用所研究的结构变化,多点加载梁的固有频率可以在较宽的范围内连续调整。
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