变硬
刚度
梁(结构)
约束(计算机辅助设计)
有限元法
流离失所(心理学)
顺应机制
结构工程
航程(航空)
计算机科学
工程类
机械工程
心理学
心理治疗师
航空航天工程
作者
Shorya Awtar,Alexander H. Slocum,Edip Sevincer
出处
期刊:Journal of Mechanical Design
日期:2006-05-29
卷期号:129 (6): 625-639
被引量:339
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.
科研通智能强力驱动
Strongly Powered by AbleSci AI