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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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A flexure 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 account for 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 nonlinear finite element analysis.
机译:挠曲带具有约束特性,例如刚度特性和误差运动,这限制了其作为挠曲机构的基本组成部分的性能。本文提出了一个框架,用于建模显示弯曲,剪切和扭转变形的普通三维挠曲带的变形和刚度特性。该公式基于有限应变离散空间梁单元,并进行了改进以解决因约束截面翘曲而引起的板状行为。由于梁单元的准确性,该框架适用于分析计算,而其离散的特性则允许在数字软件中轻松实现以用作计算辅助。作为案例研究,推导了平行挠曲机构的侧向支撑刚度的封闭形式参数分析表达式。当机构以预期的自由度移动时,这会捕获不断下降的支撑刚度。通过合并相关的几何非线性和翘曲约束刚度因子,可以获得侧向支撑方向的精确载荷-位移和刚度表达式。通过非线性有限元分析验证了该结果。

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