III. DESIGN & ANALYSIS
The test chip contains the p-type and n-type resistor. Resistors are often designed
with relatively large meandering patterns to achieve acceptable resistance levels
for measurement. In previous our works[3], it was observed that the pressure coefficients for both the p- and n-type silicon
have small values ($\pi _{p, p}$ = 145.9/TPa (p-type) and $\pi _{p, n}$ = 31.0/TPa
(n-type) at room temperature). The layout of the test chip for hydrostatic tests is
shown in Fig. 2.
Fig. 2. A simplified layout of the test chip.
The voltage for an n-substrate was set to be the same as the applied voltage V (positive
value), whereas the voltage for a p-well was set to be 0 (GND). This is for electrical
isolation between the doped surface resistor and the bulk of the chip by using proper
reverse biasing of the resistor and substrate regions. The pad ‘X’ denotes the junction
of p- and n-type resistor sensors. We applied the constant voltage between pad ‘V’
(+5V) and pad ‘GND’ (0V). Now, we proposed and analyzed a measurement-method in which
the hydrostatic pressure sensitivity can be determined by the change in ($R_{p}$/$R_{n}$)
with respect to hydrostatic pressure p as follows:
where x is the junction voltage.
where subscript p and n denotes p-type and n-type, respectively. Also, Rpo and Rno
denotes the reference resistance value of p- and n-type during measurements, respectively.Calibration
of $f ( \Delta T )$ is needed to accurately determine the pressure coefficients. Then,
substitution Eq. (6) into Eq. (5) yields
Also, we can express Eq. (5) as
where $\frac{\pi_{p, p} p}{1+f(\Delta T)_{p}} << 1$ and $\frac{\pi_{p, n} p}{1+f(\Delta
T)_{n}} << 1$ for any stress level. Using the approximation theory for $A << 1$
and $B << 1$, $(1+\mathrm{A}) /(1+\mathrm{B}) \approx(1+\mathrm{A})(1-\mathrm{B})
\approx 1+\mathrm{A}-\mathrm{B}$ leads to
From Eqs. (7, 9), the hydrostatic-pressure sensitivity can be expressed as the change in x with respect
to p as follows:
where $\mathrm{R}_{\mathrm{po}}\left[1+\pi_{\mathrm{p}, \mathrm{p}} \mathrm{p}+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{p}}\right]$ is the final value for p-type resistance during hydrostatic
measurements ($\equiv \mathrm{R}_{\mathrm{p}}$) while $\mathrm{R}_{\mathrm{no}}\left[1+\pi_{\mathrm{p},
\mathrm{n}} \mathrm{p}+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right]$ is the final
value for n-type resistance ($\equiv \mathrm{R}_{\mathrm{n}}$). Also, by approximation
in Eq. (10), $\mathrm{R}_{\mathrm{po}}\left[1+\pi_{\mathrm{p}, \mathrm{p}} \mathrm{p}+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{p}}\right] \approx \mathrm{R}_{\mathrm{po}}\left[1+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{p}}\right]$ and $\mathrm{R}_{\mathrm{no}}\left[1+\pi_{\mathrm{p},
\mathrm{n}} \mathrm{p}+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right] \approx \mathrm{R}_{\mathrm{no}}\left[1+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{n}}\right]$ because $\pi_{\mathrm{p}, \mathrm{p} \mathrm{p}}
<< \left(1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{p}}\right)$ and $\pi_{\mathrm{p},
\mathrm{n}} \mathrm{p} << \left(1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right)$.
Also, in Eq. (10), defining $V \cdot\left(R_{p} \cdot R_{n}\right) /\left(R_{p}+R_{n}\right)^{2} \equiv
M$ leads to
where M can be increased by controlling the applied voltage V. Also, the case in which
$R_{p}$ = $R_{n}$ gives the maximum M of V/4. In our cases, $R_{p}$=10.5KΩ and $R_{n}$=2.25KΩ
at room temperature. Therefore, M = 0.145·V. If we set V=20, we may have approximately
3 times magnification (M=2.90) for measurement of hydrostatic pressure.
It should be noted that ($\pi_{p, p}-\pi_{p, n}$) in Eqs. (10, 11) must be modified
along with the reference temperature. Because the piezo-resistive coefficients decrease
as temperature goes up, the magnitude in $\pi_{p, p}$, $\pi_{p, n}$, and therefore
the magnitude in ($\pi_{p, p}-\pi_{p, n}$) also decrease with rising temperature.
In order to cover the wide temperature ranges, we must have the data of $\pi_{\mathrm{p}}\left(=-\left(\pi_{11}+2
\pi_{12}\right)\right)$ for p- and n-type silicon over the temperature ranges. $\pi_{11}$
and $\pi_{12}$ for both p- and n-type can be determined by the four-point bending
(4PB) technique in which only in-plane normal stress $\sigma_{11}$ (and/or $\sigma
_{11}^{\prime}$) is induced. During hydrostatic tests, the die is put into the pressure
vessel, whose set up is shown in Fig. 3. A pump connected to the vessel is used to generate pressure.
Fig. 3. Hydrostatic test chamber and setup[5].
During the application of pressure, a change in T is inevitable. Also, for determining
$\mathrm{f}(\Delta \mathrm{T})_{\mathrm{p}}$ and $\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}$
in Eq. (10), TCR (temperature coefficient of resistance) measurements are required. $\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{p}}$ and $\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}$ may be
extracted by measuring the normalized resistance change with respect to a temperature
change. To this purpose, extensive calibrations of resistance with varying temperatures
for p- and n-type are performed in a temperature controllable chamber. During the
TCR measurements, no stress is applied. For high temperatures, we used a resistance
heater inside the pressure vessel to increase the temperature of fluid. To lower the
temperature of fluid, we used liquid nitrogen, which is injected into a specially
designed box surrounding the pressure vessel. The recording of the actual temperature
is made by a thermistor inside the vessel. At a given reference temperature, a quadratic
equation is enough to fit $\mathrm{f}(\Delta \mathrm{T})$ over any small range of
temperature, especially for the hydrostatic tests, for both p-type and n-type samples.
However, if the temperature is assumed to be maintained constant at the reference
temperature ($\mathrm{f}(\Delta \mathrm{T})$=0) during the measurement, Eq. (10) reduces to
The comparisons of hydrostatic-pressure sensitivity between previous works and our
newly proposed works are shown in Table 1.
Table 1. Comparison of hydrostatic-pressure sensitivity between the ‘conventional’
method and ‘combined’ method
Method
|
Sensitivity
|
Expression
|
I. Con. (p-)
|
$\pi_{\mathrm{p}, \mathrm{p}}$
|
$\Delta \mathrm{R} / \mathrm{R}=\pi_{\mathrm{p}, \mathrm{p}} \cdot \mathrm{p}+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{p}}$
|
II. Con. (n-)
|
$\pi_{\mathrm{p}, \mathrm{n}}$
|
$\Delta \mathrm{R} / \mathrm{R}=\pi_{\mathrm{p}, \mathrm{n}} \cdot \mathrm{p}+\mathrm{f}(\Delta
\mathrm{T})_{\mathrm{n}}$
|
III. Combined (p- & n-)
|
$\mathrm{M} \cdot\left(\pi_{\mathrm{p}, \mathrm{p}} /\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{p}}\right]-\right.$
$\pi_{\mathrm{p}, \mathrm{n}} /\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right]
)$
|
$\mathrm{d} \mathrm{x} / \mathrm{dp}=\mathrm{M} \cdot\left(\pi_{\mathrm{p}, \mathrm{p}}
/\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{p}}\right]-\right.$$\pi_{\mathrm{p,n}}
/\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right] )$
|
In our previous works[5], we evaluated the pressure coefficient by performing the hydrostatic experiments.
By subtraction of the temperature-induced resistance change $\mathrm{f}(\Delta \mathrm{T})$,
adjusted pressure coefficient for p- and n-type sensors were obtained ($\pi _{p, p}$
= 145.9 TPa-1, $\pi _{p, n}$ = 31.0 TPa-1). At room temperature, a linear (or quadratic) equation is enough to fit $\mathrm{f}(\Delta
\mathrm{T})$ over any small range of temperature, especially for the hydrostatic tests,
for both p-type and n-type samples. Around the room temperature with stress-free conditions,
$\mathrm{f}(\Delta \mathrm{T})_{p}$ = 1.56·10-3 $\Delta T$/℃ and $\mathrm{f}(\Delta \mathrm{T})_{n}$ = 1.70·10-3 $\Delta T$/℃. During the application of hydrostatic pressure, p up to 13.3 MPa, the
temperature change of the hydraulic fluid was about 0.67℃. An example of measured
and temperature-induced normalized resistance change are plotted together for p- and
n-type resistor sensor (see Fig. 4). Also, adjusted resistance change for p- and n-type resistor sensor is presented
in Fig. 5.
Fig. 4. An example of $\Delta R/R$ for p- and n-type resistors during hydrostatic
test.
Fig. 5. Adjusted resistance change for p- and n-type resistors during hydrostatic
test.
If we assume the same conditions as above (hydrostatic pressure, p = 13.3 MPa, $\Delta
T$ = 0.67 ℃), the hydrostatic pressure sensitivity ‘dx/dp’ in Eq. (11) is calculated in Table 2.
Table 2. Analysis in hydrostatic-pressure sensitivity in our proposed method
V [v]
|
M
|
$\pi_{p, p} /\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{p}}\right]-\pi_{\mathrm{p,n}}
/\left[1+\mathrm{f}(\Delta \mathrm{T})_{\mathrm{n}}\right]$ [TPa-1]
|
dp/dx [TPa-1]
|
5
|
0.725
|
114.78
|
83.2
|
10
|
1.450
|
114.78
|
166.4
|
15
|
2.175
|
114.78
|
249.6
|
20
|
2.900
|
114.78
|
332.8
|
Compared to p-type sensor, ($\pi_{p, p}$ = 145.9 TPa-1), this proposed method roughly enhanced the hydrostatic-pressure sensitivity by 15%
for V = 10 and 130% for V=20. The sensitivity comparisons among the previous works
(p-type and n-type) and the proposed method (p- and n-type combined) are shown in
Fig. 6.
Fig. 6. The sensitivity comparisons among 3 methods.