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AN ANALYTICAL FORMULATION FOR THE LATERAL SUPPORT STIFFNESS OF A SPATIAL FLEXURE STRIP

机译:空间弯曲条横向支撑刚度的分析制剂

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摘要

Aflexure strip has constraint characteristics, such as stiffness properties and error motions, that limit its performance as a basic constituent of flexure mechanisms. This paper presents a framework for modeling the deformation and stiffness characteristics of general three-dimensional flexure strips that exhibit bending, shear and torsion deformation. The formulation is based on a finite strain discrete spatial beam element with refinements to accountfor plate-like behavior due to constrained cross-sectional warping. This framework is suited for analytical calculations thanks to the accuracy of the beam element, while its discrete nature allows for easy implementation in numeric software to serve as calculation aid. As case study, a closed-form parametric analytical expression is derived for the lateral support stiffness of a parallel flexure mechanism. This captures the deteriorating support stiffness when the mechanism moves in the intended degree of freedom. By incorporating relevant geometric nonlinearities and a warping constraint stiffening factor, an accurate load-displacement and stiffness expression for the lateral support direction is obtained. This result is verified by nonlinearfinite element analysis.
机译:难以展开的条带具有约束特性,例如刚度性能和误差运动,其将其性能限制为弯曲机构的基本组成部分。本文介绍了一种模拟呈弯曲,剪切和扭转变形的一般三维挠曲条的变形和刚度特性的框架。该配方基于有限应变离散空间梁元件,其具有改进,以应对横截面翘曲的横截面翘曲引起的板状行为。由于光束元件的准确性,此框架适用于分析计算,而其离散性质允许简单地实现数字软件以用作计算辅助。如案例研究所示,导出闭合参数分析表达式,用于平行挠性机构的横向支撑刚度。当机构在预期的自由度移动时,这捕获了劣化的支撑刚度。通过加入相关的几何非线性和翘曲约束加强因子,获得了横向支撑方向的精确负载 - 位移和刚度表达。通过非线性杂质元素分析验证了该结果。

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