连续/柔性平面连杆机构的高效开发

Woo Rib Suh, J. McCarthy, E. Hernandez
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引用次数: 2

摘要

提出了一种基于平面杆节点连杆前体的连续/柔顺机构的开发方法。该方法以给定杆节点连杆机构的初始节点位置和连通性数据为输入,将其转化为具有相同目标运动的连续/柔顺机构。将给定杆节点连杆机构的线杆加厚为梯形平面构件,并通过在杆节点的每个交点处引入圆角来加厚线杆节点。对连续/柔顺连杆机构中杆的厚度和圆角的形状参数进行了优化,以获得给定杆节点连杆机构相同的目标运动,同时使应力低于最大允许值。在优化过程中产生的每个设计都使用有限元分析进行评估。与传统的杆节点机构相比,本方法允许综合具有以下优点的机构:1)它们不需要复杂的球或销连接;2)它们可以很容易地进行3d打印和尺寸缩放,3)它们可以优化以将应力降低到最大允许值以下。此外,该方法使用相对较少的优化变量(构件的厚度,圆角的形状参数),使其成为更复杂和计算密集型的方法的有效替代,用于综合柔性机构,如那些结合拓扑优化的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Efficient Development of Continuum/Compliant Planar Linkage Mechanisms
This paper presents a method to develop continuum/compliant mechanisms based on planar bar-node linkage precursors. The method takes as inputs the initial node positions and connectivity data of a given bar-node linkage and converts it into a continuum/compliant mechanism having the same targeted motion. The line bars of the given bar-node linkage are thickened into trapezoidal planar members and the nodes are thickened by introducing fillets at each intersection of bars. The thicknesses of the bars and the shape parameters of the fillets in the continuum/compliant linkage are optimized to obtain the same targeted motion of the given bar-node linkage while keeping stresses below a maximum allowable value. Each design generated during the optimization process is evaluated using finite element analysis. The present method allows for the synthesis of mechanisms having the following advantages over conventional bar-node linkages: 1) They do not require complex ball or pin joints; 2) they can be readily 3-D printed and size-scaled, and 3) they can be optimized to decrease stresses below a maximum allowable value. Furthermore, the method uses a relatively small number of optimization variables (thicknesses of the members, shape-parameters of the fillets), making it an efficient alternative to more complex and computationally intensive methods for synthesizing compliant mechanisms such as those incorporating topology optimization.
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