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Analysis of the displacement amplification ratio of bridge-type mechanism

机译:桥式机构的位移放大率分析

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摘要

In order to further understand the characteristics of displacement amplification of bridge-type mechanism, specific analysis is presented in this paper. The average ideal displacement amplification ratio during the deformation process is obtained based on the kinematics theories. Elastic beam theory is adopted to analyze the deformation of the hinges, and a novel formula of theoretical displacement amplification ratio is carried out. A conclusion is reached that the displacement amplification ratio is not related to the material and thickness of structure. Moreover, this conclusion is verified by finite element method. The relationship between displacement amplification ratio and the structural dimensions is analyzed in depth. After the comparisons with existing methods, the formula obtained by elastic beam theory in this paper is proved to be more reliable. And this conclusion is confirmed by the comparison with previous experiment. Furthermore, the influence of geometric nonlinearity of bridge-type mechanism is also well analyzed. (C) 2014 Elsevier Ltd. All rights reserved.
机译:为了进一步理解桥式机构位移放大的特性,本文进行了具体分析。基于运动学理论,求出变形过程中的平均理想位移放大率。采用弹性梁理论分析了铰链的变形,建立了理论位移放大比的新公式。得出的结论是,位移放大率与材料和结构厚度无关。此外,该结论得到了有限元方法的验证。深入分析了位移放大比与结构尺寸之间的关系。通过与现有方法的比较,证明了通过弹性梁理论获得的公式更加可靠。并通过与以前实验的比较证实了这一结论。此外,还很好地分析了桥式机构几何非线性的影响。 (C)2014 Elsevier Ltd.保留所有权利。

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