Contact between two planar buckled beams pushed together transversely

2020 ◽  
Vol 199 ◽  
pp. 181-189 ◽  
Author(s):  
Jen-San Chen ◽  
Lien-Cheng Wang
Keyword(s):  
AIAA Journal ◽  
1990 ◽  
Vol 28 (12) ◽  
pp. 2125-2131 ◽  
Author(s):  
James Locke ◽  
Chuh Mei

2012 ◽  
Vol 433-440 ◽  
pp. 41-44 ◽  
Author(s):  
Ming Hsu Tsai ◽  
Wen Yi Lin ◽  
Kuo Mo Hsiao ◽  
Fu Mio Fujii

The objective of this study is to investigate the deformed configuration and free vibration around the deformed configuration of clamped buckled beams by co-rotational finite element formulation. The principle of virtual work, d'Alembert principle and the consistent second order linearization of the nonlinear beam theory are used to derive the element equations in current element coordinates. The governing equations for linear vibration are obtained by the first order Taylor series expansion of the equation of motion at the static equilibrium position of the buckled beam. Numerical examples are studied to investigate the natural frequencies of clamped buckled beams with different slenderness ratios under different axial compression.


2015 ◽  
Vol 82 (5) ◽  
Author(s):  
Jonathon Cleary ◽  
Hai-Jun Su

Bistable mechanisms have two stable equilibrium positions separated by a higher energy unstable equilibrium position. They are well suited for microswitches, microrelays, and many other macro- and micro-applications. This paper discusses a bistable buckled beam actuated by a moment input. A theoretical model is developed for predicting the necessary input moment. A novel experimental test setup was created for experimental verification of the model. The results show that the theoretical model is able to predict the maximum necessary input moment within 2.53%. This theoretical model provides a guideline to design bistable compliant mechanisms and actuators. It is also a computational tool to size the dimensions of buckled beams for actuating a specific mechanism.


2015 ◽  
Vol 224 (14-15) ◽  
pp. 2855-2866 ◽  
Author(s):  
F. Cottone ◽  
M. Mattarelli ◽  
H. Vocca ◽  
L. Gammaitoni

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