Characteristics of beam-based flexure modules

被引:366
作者
Awtar, Shorya [1 ]
Slocum, Alexander H.
Sevincer, Edip
机构
[1] MIT, Precis Engn Res Grp, Cambridge, MA 01239 USA
[2] Omega Adv Solut Inc, Troy, NY 12108 USA
关键词
beam flexure; parallelogram flexure; tilted-beam flexure; double parallelogram flexure; double tilted-beam flexure; nonlinear beam analysis; elastokinematic effect; flexure design tradeoffs;
D O I
10.1115/1.2717231
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The beam flexure is an important constraint element in flexure mechanism design. Nonlinearities arising from the force equilibrium conditions in a beam significantly affect its properties as a constraint element. Consequently, beam-based flexure mechanisms suffer from performance tradeoffs in terms of motion range, accuracy and stiffness, while benefiting from elastic averaging. This paper presents simple yet accurate approximations that capture the effects of load-stiffening and elastokinematic nonlinearities in beams. A general analytical framework is developed that enables a designer to parametrically predict the performance characteristics such as mobility, over-constraint, stiffness variation, and error motions, of beam-based flexure mechanisms without resorting to tedious numerical or computational methods. To illustrate their effectiveness, these approximations and analysis approach are used in deriving the force-displacement relationships of several important beam-based flexure constraint modules, and the results are validated using finite element analysis. Effects of variations in shape and geometry are also analytically quantified.
引用
收藏
页码:625 / 639
页数:15
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