摘要
双稳态结构的构型和驱动位置设计是改善其跳转特性的关键技术。提出通过协同调控预压缩量、局部加强结构参数和驱动位置设计具有特定跳转性能的预压双稳态结构。首先,给出了局部加强预压双稳态结构的成型过程,并在理论分析的基础上得到特定性能预压双稳态结构的设计方程。然后,基于有限元方法验证了设计方程中设计参数(预压缩量,驱动位置,局部加强结构尺寸、位置)对双稳态结构跳转特性(偏置跳转力、拱高)的影响,并绘制了双稳态结构跳转特性的等值线图。最后,根据跳转特性等值线图设计并制备了拱高为3.57 mm,偏置跳转力为1.20 N的预压双稳态结构。实验结果表明:预压双稳态结构的拱高和偏置跳转力的设计值和实验值的误差分别为1.68%和11.67%,验证了预压双稳态结构设计结果的有效性。
Designing configurations and actuation positions of bistable structures is a key to improve its snap-through properties.Pre-compressed bistable structures with specific snap-through properties are designed by integrated regulating the pre-compression,parameters of local reinforcements and the actuation position. Firstly, the forming process of a pre-compressed bistable beam with local reinforcements is introduced and the design equation of pre-compressed bistable structures with special properties is presented on the basis of theoretical analysis. Then, based on the finite element method, the effects of design parameters(the pre-compression, actuation position, sizes and position of local reinforcements) in the design equation on snap-through properties(the offset snapping force and the arch height) are verified, and the contour map of snap-through properties is drawn. Finally, a pre-compressed bistable beam with expected arch height 3.57 mm and the offset snapping force 1.20 N is designed and fabricated according to the contour map of snapping-through properties The experimental results show that the simulated arch height and offset snapping force of the tested pre-compressed bistable structure are only 1.68% and 11.67% deviated from the experimental results, verifying the accuracy of design results.
引文
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