The dynamic mechanical characteristics of a resonating microbridge mass-flow sensor

Hubertus J.M. Geijselaers; H. Tijdeman

doi:10.1016/0924-4247(91)80029-O

The dynamic mechanical characteristics of a resonating microbridge mass-flow sensor

Hubertus J.M. Geijselaers, H. Tijdeman

Faculty of Engineering Technology

Research output: Contribution to journal › Article › Academic › peer-review

18 Citations (Scopus)

177 Downloads (Pure)

Abstract

This paper gives an explanation of the dynamic mechanical behaviour of a resonating microbridge mass-flow sensor. A rise in the average temperature of the bridge initially results in a reduction of the resonance frequency. Upon further temperature rise, a reversal occurs and the resonance frequency starts rising too. The dynamic behaviour in this case is found to be governed by static buckling. This phenomenon is analysed, first using a finite-element model and then with an approximate analytical calculation.

Original language	Undefined
Pages (from-to)	37-41
Journal	Sensors and Actuators A: Physical
Volume	29
Issue number	1
DOIs	https://doi.org/10.1016/0924-4247(91)80029-O
Publication status	Published - 1991

Keywords

METIS-261204
IR-57547

Access to Document

10.1016/0924-4247(91)80029-O

Geijselaers91dynamic

Cite this

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title = "The dynamic mechanical characteristics of a resonating microbridge mass-flow sensor",

abstract = "This paper gives an explanation of the dynamic mechanical behaviour of a resonating microbridge mass-flow sensor. A rise in the average temperature of the bridge initially results in a reduction of the resonance frequency. Upon further temperature rise, a reversal occurs and the resonance frequency starts rising too. The dynamic behaviour in this case is found to be governed by static buckling. This phenomenon is analysed, first using a finite-element model and then with an approximate analytical calculation.",

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AB - This paper gives an explanation of the dynamic mechanical behaviour of a resonating microbridge mass-flow sensor. A rise in the average temperature of the bridge initially results in a reduction of the resonance frequency. Upon further temperature rise, a reversal occurs and the resonance frequency starts rising too. The dynamic behaviour in this case is found to be governed by static buckling. This phenomenon is analysed, first using a finite-element model and then with an approximate analytical calculation.

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DO - 10.1016/0924-4247(91)80029-O

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