This paper presents a framework for modeling the deformation and stiffness characteristics of static 3-D flexure strips (leaf springs), based on a discrete beam model that is suited for analytical calculations. As a case study, a closed-form parametric expression is derived for the lateral support stiffness of a parallel flexure mechanism.
Continuous modelA spatial Timoshenko beam with Reissner's finite strain measures -capturing shear, bending and torsion deformation -and linear elastic material behavior serves as a model for flexure strips.
Discrete modelA discretized version of the continuous model has been implemented in numeric flexible multibody software as a two-node beam element [1]. It is observed that a single such element captures stiffness characteristics of spatially deforming flexure strips with reasonable accuracy, owing to the inclusion of finite strain measures. As the mathematics of a single element remain comprehensible, the discrete model is well-suited for closed-form analysis. The available software implementation then serves as a calculation aid that facilitates the analytical modeling process.
Case study: parallel flexure mechanismWhen a parallel flexure mechanism (figure 1) moves in the degree of freedom, the stiffness characteristics deteriorate: the lateral support stiffness decreases (figure 2). By using four discrete beam elements, a case-specific improvement of the torsion interpolation, and an approximation of the equilibrium configuration, this behavior is captured by the simple closed-form expression