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An Analytical Formulation for the Lateral Support Stiffness of a Spatial Flexure Strip

机译:空间弯曲带横向支撑刚度的解析公式

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摘要

A flexure strip has constraint characteristics, such as stiffness properties and error motions, that govern its performance as a basic constituent of flexure mechanisms. This paper presents a new modeling approach for obtaining insight into the deformation and stiffness characteristics of general three-dimensional flexure strips that exhibit bending, shear, and torsion deformation. The approach is based on the use of a discretized version of a finite (i.e., nonlinear) strain spatial beam formulation for extracting analytical expressions that describe deformation and stiffness characteristics of a flexure strip in a parametric format. This particular way of closed-form modeling exploits the inherent finite-element assumptions on interpolation and also lends itself for numeric implementation. As a validating case study, a closed-form parametric expression is derived for the lateral support stiffness of a flexure strip and a parallelogram flexure mechanism. This captures a combined torsion–bending dictated geometrically nonlinear effect that undermines the support bearing stiffness when the mechanism moves in the intended degree of freedom (DoF). The analytical result is verified by simulations and experimental measurements.
机译:挠曲带具有约束特性,例如刚度特性和误差运动,这些特性控制其作为挠曲机构的基本组成部分的性能。本文提出了一种新的建模方法,以获取对表现出弯曲,剪切和扭转变形的普通三维挠曲带的变形和刚度特性的了解。该方法基于有限(即,非线性)应变空间梁公式的离散版本的使用,以提取以参数形式描述挠曲带的变形和刚度特性的解析表达式。这种特殊形式的封闭形式建模利用了插值法固有的有限元假设,并且也很容易用于数值实现。作为一个验证性的案例研究,导出了一个封闭形式的参数表达式,用于表示挠曲带和平行四边形挠曲机构的侧向支撑刚度。当机构以预期的自由度(DoF)移动时,这捕获了组合的扭转弯曲所指示的几何非线性效应,该效应会破坏支撑轴承的刚度。通过仿真和实验测量验证了分析结果。

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