2008
DOI: 10.1109/jmems.2007.911369
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A Novel Bistable Two-Way Actuated Out-of-Plane Electrothermal Microbridge

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Cited by 23 publications
(13 citation statements)
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“…The shape of bistable beams can be realized by initial buckling or can be deliberately pre-shaped during fabrication. The buckling can be obtained by axial compression [33][34][35], heating expansion [36][37][38], or residual stresses [39][40][41]. A straight beam after buckling is always bistable and the snap-through behavior is symmetric between the two sides of buckling.…”
Section: Introductionmentioning
confidence: 99%
“…The shape of bistable beams can be realized by initial buckling or can be deliberately pre-shaped during fabrication. The buckling can be obtained by axial compression [33][34][35], heating expansion [36][37][38], or residual stresses [39][40][41]. A straight beam after buckling is always bistable and the snap-through behavior is symmetric between the two sides of buckling.…”
Section: Introductionmentioning
confidence: 99%
“…The micro-mirror can be included into the micro-bridge model proposed previously [12] as a rigid block of mass whose flexural rigidity is much higher than that of the micro-bridge and attached to the middle portion of the microbridge. The model including the micro-mirror is shown in Fig.…”
Section: Modelingmentioning
confidence: 99%
“…Therefore, a development of a suitable actuator to satisfy the above requirements is very critical for MEMS optical switch to deliver an overall better system performance such as low power consumption as a result of bi-stability, compactness and low cost as a result of out-of-plane actuation and PLC integration with IC-circuit as a result of low voltage drivability. We have reported in our previous publications [9][10][11][12] the development of such a novel actuator. However, a micro-mirror has never been integrated with the actuator.…”
Section: Introductionmentioning
confidence: 99%
“…If the leg is heated toT , then the lateral movement 9~~~~~l eg introduced as a result of expansion of the legs, neglecting the axial stiffness of the spring, is given by x =2T L ce L leg leg Si (6) In order to use the model, the bridge modeling parameters, namely torsional stiffness, axial stiffness, and residual moments, need to be determined first. These parameters are calculated using expressions derived in [13]. The modeling parameters are calculated to be [15].…”
Section: Si I Imentioning
confidence: 99%