用于位移放大的不对称双阶梯梁的运动静力学建模

Tri-Hieu Nguyen, Huy-Tuan Pham, N. Tran, Dung-An Wang
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引用次数: 0

摘要

本文建立了轴向载荷作用下不对称双阶梯梁的运动静力学模型。该梁由两个厚段和三个薄段组成,其中一个厚段位于两个薄段之间,厚段的纵轴与薄段的纵轴不平行。基于梁约束模型(BCM)的运动静力学模型能够准确预测梁的弯曲和近似屈曲行为。在 BCM 中引入了与非直线段相邻的虚拟刚性连接,以扩大 BCM 的适用范围。推导出了对称双阶梯梁在轴向载荷作用下的临界载荷解析公式,公式计算出的数值与非对称双阶梯梁在弹性范围内的极限载荷相吻合。所研究的梁有可能应用于位移放大器和机器人抓手。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Kinetostatic modeling of an asymmetrical double stepped beam for displacement amplification
A kinetostatic model of an asymmetrical double stepped beam under axial loading is developed. The beam is composed of two thick segments and three thin segments where a thick segment is between two thin segments, and the longitudinal axis of the thick segment is not colinear with that of the thin segment. The kinetostatic model based on the beam constraint model (BCM) is capable of predicting accurate bending and near buckling behaviours of the beam. A virtual rigid link neighbouring the non-colinear segments is introduced in the BCM to broaden the applicability of the BCM. An analytical formula to represent the critical load of a symmetrical double stepped beam under axial loading is derived and the value calculated by the formula agrees with the limit load of the asymmetrical double stepped beam within the elastic range. The investigated beam has potential applications in displacement amplifiers and robotic grippers.
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