Building Block-Based Spatial Topology Synthesis Method for Large-Stroke Flexure Hinges

作者: Mark Naves , Dannis Michel Brouwer , Ronald GKM Aarts , None

DOI: 10.1115/1.4036223

关键词: Structural engineeringTopology optimizationEngineeringShape optimizationHingeTopologyStiffnessNormal modeOptimal designDeflection (engineering)Vibration

摘要: Large-stroke flexure mechanisms inherently lose stiffness in supporting directions when deflected. A systematic approach to synthesize such hinges is currently lacking. In this paper, a new building block-based spatial topology synthesis method is presented for optimizing large-stroke flexure hinges. This method consists of a layout variation strategy based on a building block approach combined with a shape optimization to obtain the optimal design tuned for a specific application. A derivative-free shape optimization method is adapted to include multiple system boundaries and constraints to optimize high complexity flexure mechanisms in a broad solution space. To obtain the optimal layout, three predefined three-dimensional (3D) “building blocks” are proposed, which are consecutively combined to find the best layout with respect to specific design criteria. More specifically, this new method is used to optimize a flexure hinge aimed at maximizing the frequency of the first unwanted vibration mode. The optimized topology shows an increase in frequency of a factor ten with respect to the customary three flexure cross hinge (TFCH), which represents a huge improvement in performance. The numerically predicted natural frequencies and mode shapes have been verified experimentally.

参考文章(27)
Jonathan B. Hopkins, Design of parallel flexure systems via Freedom and Constraint Topologies (FACT) Massachusetts Institute of Technology. ,(2007)
J. B. Jonker, J. P. Meijaard, SPACAR — Computer Program for Dynamic Analysis of Flexible Spatial Mechanisms and Manipulators Springer, Berlin, Heidelberg. pp. 123- 143 ,(1990) , 10.1007/978-3-642-50995-7_9
S. Zelenika, F. De Bona, Analytical and experimental characterisation of high-precision flexural pivots subjected to lateral loads Precision Engineering-journal of The International Societies for Precision Engineering and Nanotechnology. ,vol. 26, pp. 381- 388 ,(2002) , 10.1016/S0141-6359(02)00149-6
T. Buhl, C.B.W. Pedersen, O. Sigmund, Stiffness design of geometrically nonlinear structures using topology optimization Structural and Multidisciplinary Optimization. ,vol. 19, pp. 93- 104 ,(2000) , 10.1007/S001580050089
J. A. Haringx, The cross-spring pivot as a constructional element Flow Turbulence and Combustion. ,vol. 1, pp. 313- 332 ,(1949) , 10.1007/BF02120338
Shorya Awtar, Alexander H. Slocum, Edip Sevincer, Characteristics of Beam-Based Flexure Modules Journal of Mechanical Design. ,vol. 129, pp. 625- 639 ,(2007) , 10.1115/1.2717231
D. Farhadi Machekposhti, N. Tolou, J. L. Herder, A Review on Compliant Joints and Rigid-Body Constant Velocity Universal Joints Toward the Design of Compliant Homokinetic Couplings Journal of Mechanical Design. ,vol. 137, pp. 032301- ,(2015) , 10.1115/1.4029318
Grégoire Allaire, François Jouve, Anca-Maria Toader, Structural optimization using sensitivity analysis and a level-set method Journal of Computational Physics. ,vol. 194, pp. 363- 393 ,(2004) , 10.1016/J.JCP.2003.09.032