Hall Effect Transducers Used in the Parameter Extraction of Captors Having Elastic Cantilever Beams

Author(s):  
Ioan Gavril Tarnovan ◽  
Bogdan Tebrean ◽  
Titus Eduard Crisan
1980 ◽  
Vol 41 (C8) ◽  
pp. C8-467-C8-469 ◽  
Author(s):  
R. Asomoza ◽  
J. B. Bieri ◽  
A. Fert ◽  
B. Boucher ◽  
J. C. Ousset

2015 ◽  
Vol 185 (5) ◽  
pp. 479-488 ◽  
Author(s):  
Aleksandr F. Barabanov ◽  
Yurii M. Kagan ◽  
Leonid A. Maksimov ◽  
Andrey V. Mikheyenkov ◽  
Tatyana V. Khabarova
Keyword(s):  

2008 ◽  
Vol 128 (2) ◽  
pp. 125-130
Author(s):  
Kan Akatsu ◽  
Nobuhiro Mitomo ◽  
Shinji Wakui

1996 ◽  
Vol 444 ◽  
Author(s):  
Maarten P. de Boer ◽  
Terry A. Michalske

AbstractWe have measured autoadhesion (e.g. stiction) of individual polysilicon beams by interferometric optical microscopy. Untreated cantilever beams were dried from water in air, while treated beams were coated with a hydrophobic molecular coating of octadecyltrichlorosilane (ODTS). Adhesion values obtained for beams adhered to the substrate over a long length (large d) are independent of beam length with values of 16.7 and 4.4 mJ/m2 for untreated and treated samples respectively. These values can be understood in terms of differences in surface chemistry and polysilicon roughness. Using the shortest length beam which remains attached to the substrate, adhesion values were 280 and 16 mJ/m2 respectively. These higher values may be a result of capillarity effects. We recommend that measurements be made on beams in which d is large, in contrast to the current practice of noting the shortest beam adhered.


2020 ◽  
Vol 65 (1) ◽  
pp. 137-144
Author(s):  
Marius-Vasile Pop

This paper presents a method to find the severity of a crack for cantilever beams that can be used to estimate the frequency drop due to the crack. The severity is found for the crack located at the location where the biggest curvature (or bending moment) is achieved. Because the fixing condition does not permit a symmetrical deformation around the crack, the apparent severity is smaller as the real one. The latter is found by the estimated value of the trend-line at the fixed end, it being constructed on points that consider the crack position (equidistant points in the proximity of the fixed end) and the resulted deflections.


Sign in / Sign up

Export Citation Format

Share Document