𝔖 Bobbio Scriptorium
✦   LIBER   ✦

On the modeling of a MEMS-based capacitive wall shear stress sensor

✍ Scribed by Ghader Rezazadeh; Amin Lotfiani; Shahram Khalilarya


Publisher
Elsevier Science
Year
2009
Tongue
English
Weight
217 KB
Volume
42
Category
Article
ISSN
0263-2241

No coin nor oath required. For personal study only.

✦ Synopsis


In this paper, a microcapacitive wall shear stress sensor for the measurement of skin friction is developed. The design objective is to measure wall shear stress in the range of 1.25-2.45 kPa in laminar boundary layers. Mechanical behavior of the sensing elements, capacitive variations, and sensor's static response has been investigated using numerical methods. The governing equation whose solution holds the answer to all our questions about the sensor's characteristics is the nonlinear elasto-electrostatic equation. The results indicate that with this sensor design it is possible to measure wall shear stress values of 1.25 kPa and larger with a maximum uncertainty of 1.13%. Apparently, uncertainty depends on magnitude of wall shear stress. The higher the value of wall shear stress is, the smaller the uncertainty becomes. If we need the sensor to detect wall shear stress values less than 1.25 kPa with the same accuracy as cited, it is essential to replace the sensing microplate of the device with a thinner one.


πŸ“œ SIMILAR VOLUMES


Shear stresses on the wall of a dense ga
✍ W.P.M. Van Swaaij; C. Buurman; J.W. van Bruegel πŸ“‚ Article πŸ“… 1970 πŸ› Elsevier Science 🌐 English βš– 232 KB

The potential of the mercury+Fe(NO,), (500 mmolar) system was about +0.5 V (vs. the S.C.E.). However, as soon as cadmium or indium was mixed into the mercury and interfacial turbulence commenced, the potential decreased to about + 0.35 V (Cd) or + 0.39 V (In), and oscillated approx-imatelyf0.05 V a

The influence of pile stiffness on the f
✍ R.G. Smith; S. Thorburn; W.R. Tinch πŸ“‚ Article πŸ“… 1970 πŸ› Elsevier Science βš– 621 KB

This paper illustrates the use of the computer program SWALLO based on the finite element method to predict the stress distributions in multi-storey shear walls. The program which automatically divides the wall into triangular elements allows for the effect of a piled foundation by representing each