2017 19th International Conference on Solid-State Sensors, Actuators and Microsystems (TRANSDUCERS) 2017
DOI: 10.1109/transducers.2017.7994493
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A 1200-atmosphere bulk-type all-silicon pressure sensor

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Cited by 7 publications
(3 citation statements)
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“…Two orthogonal pairs of piezoresistors respectively aligned to the 001 and 11 0 orientations are realized in the center region on the sensor-side of the vacuum cavity and electrically configured to form a Wheatstone bridge. The relative change of the resistivity ∆ρ' 11 /ρ along the longitudinal direction of a piezoresistor is given by [2] ∆ρ' 11 ρ = π' 11 σ' 11 + π' 12 σ' 22 + π' 16 σ' 12 ≈ π' 11 σ' 11 + π' 12 σ' 22 , (1) where π' 11 , π' 12 and π' 16 are the respective longitudinal, transverse and shear piezoresistive coefficients and σ' 11 , σ' 22 and σ' 12 are the respective longitudinal, transverse, and shear stress components. Furthermore, σ' 12 is small enough to be neglected under hydrostatic pressure loading conditions [2].…”
Section: Principle Of Operationmentioning
confidence: 99%
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“…Two orthogonal pairs of piezoresistors respectively aligned to the 001 and 11 0 orientations are realized in the center region on the sensor-side of the vacuum cavity and electrically configured to form a Wheatstone bridge. The relative change of the resistivity ∆ρ' 11 /ρ along the longitudinal direction of a piezoresistor is given by [2] ∆ρ' 11 ρ = π' 11 σ' 11 + π' 12 σ' 22 + π' 16 σ' 12 ≈ π' 11 σ' 11 + π' 12 σ' 22 , (1) where π' 11 , π' 12 and π' 16 are the respective longitudinal, transverse and shear piezoresistive coefficients and σ' 11 , σ' 22 and σ' 12 are the respective longitudinal, transverse, and shear stress components. Furthermore, σ' 12 is small enough to be neglected under hydrostatic pressure loading conditions [2].…”
Section: Principle Of Operationmentioning
confidence: 99%
“…Furthermore, σ' 12 is small enough to be neglected under hydrostatic pressure loading conditions [2]. For the piezoresistors isolated and bound by the completelyfilled narrow trenches, the relative change in the longitudinal resistivity is given by (1). For those isolated by the partially-filled wide trenches, σ' 22 can be largely relieved by a proper design of the trench dimensions, thus reducing the biaxial stress field to a uniaxial stress field.…”
Section: Principle Of Operationmentioning
confidence: 99%
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