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A Study of the Duality Between Planar Kinematics and Statics

机译:平面运动学与静态学对偶性的研究

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This paper provides geometric insight into the correlation between basic concepts underlying the kinematics of planar mechanisms and the statics of simple trusses. The implication of this correlation, referred to here as duality, is that the science of kinematics can be utilized in a systematic manner to yield insight into statics, and vice versa. The paper begins by introducing a unique line, referred to as the equimomental line, which exists for two arbitrary coplanar forces. This line, where the moments caused by the two forces at each point on the line are equal, is used to define the direction of a face force which is a force variable acting in a face of a truss. The dual concept of an equimomental line in kinematics is the instantaneous center of zero velocity (or instant center) and the paper presents two theorems based on the duality between equimomental lines and instant centers. The first theorem, referred to as the equimomental line theorem, states that the three equimomental lines defined by three coplanar forces must intersect at a unique point. The second theorem states that the equimomental line for two coplanar forces acting on a truss, with two degrees of indeterminacy, must pass through a unique point. The paper then presents the dual Kennedy theorem for statics which is analogous to the well-known Aronhold-Kennedy theorem in kinematics. This theorem is believed to be an original contribution and provides a general perspective of the importance of the duality between the kinematics of mechanisms and the statics of trusses. Finally, the paper presents examples to demonstrate how this duality provides geometric insight into a simple truss and a planar linkage. The concepts are used to identify special configurations where the truss is not stable and where the linkage loses mobility (i.e., dead-center positions).
机译:本文提供了有关平面机构运动学基础知识和简单桁架静力学基础之间的相关关系的几何见解。这种相关性的含义(这里称为对偶性)是,可以以系统的方式利用运动学来深入了解静力学,反之亦然。本文首先介绍了一条称为等矩线的独特线,该线针对两个任意共面力存在。这条线由在该线上的每个点处的两个力引起的力矩相等,用于定义面力的方向,面力是作用在桁架表面上的力变量。运动学中等矩线的对偶概念是零速度的瞬时中心(或瞬时中心),本文基于等矩线与瞬时中心之间的对偶性提出了两个定理。第一个定理,称为等矩线定理,指出由三个共面力定义的三个等矩线必须在一个唯一的点相交。第二个定理指出,作用于桁架上的两个共平面力的等矩线必须经过一个唯一的点,并且具有两个不确定度。然后,论文提出了静态的对偶肯尼迪定理,该定理与运动学中众所周知的Aronhold-Kennedy定理相似。该定理被认为是最初的贡献,它为机构的运动学和桁架的静力学之间的对偶性的重要性提供了一个普遍的认识。最后,本文提供了一些示例来说明这种双重性如何为简单的桁架和平面连杆提供几何学见解。这些概念用于识别桁架不稳定且连杆失去活动性的特殊配置(即死点位置)。

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