32 Measurement and Data Analysis for Engineering and Science
Further, if all the resistances are initially the same, where R
1
= R
2
= R
3
=
R
4
= R, then Equation 2.28 becomes
E
o
= E
i
δR/R
4 + 2δR/R
= E
i
f(δR/R). (2.29)
Thus, when using the null and deflection methods, the Wheatstone bridge
can be utilized to determine a resistance or a change in resistance.
One practical use of the Wheatstone bridge is in a force measurement
system. This system is comprised of a cantilever beam, rigidly supported on
one end, that is instrumented with four strain gages, two on top and two
on bottom, as shown in Figure 2.11. The strain gage is discussed further
in Chapter 3. A typical strain gage is shown in Figure 3.3 of that chapter.
The electric configuration is called a four-arm bridge. The system operates
by applying a known force, F , near the end of the beam along its centerline
and then measuring the output of the Wheatstone bridge formed by the
four strain gages. When a load is applied in the direction shown in Figure
2.11, the beam will deflect downward, giving rise to a tensile strain,
L
, on
the top of the beam and a compressive strain, −
L
, on the bottom of the
beam. Because a strain gage’s resistance increases with strain, δR ∼
L
, the
resistances of the two tensile strain gages will increase and those of the two
compressive strain gages will decrease. In general, following the notation in
Figure 2.11, for the applied load condition,
R
0
1
= R
1
+ δR
1
, (2.30)
R
0
4
= R
4
+ δR
4
, (2.31)
R
0
2
= R
2
− δR
2
, (2.32)
and
R
0
3
= R
3
− δR
3
. (2.33)
If all four gages are identical, where they are of the same pattern with
R
1
= R
2
= R
3
= R
4
= R, the two tensile resistances will increase by δR
and the two compressive ones will decrease by δR. For this case, Equation
2.28 simplifies to
E
o
= E
i
(δR/R). (2.34)
For a cantilever beam shown in Figure 2.11, the strain along the length of the
beam on its top side is proportional to the force applied at its end, F . Thus,
L
∼ F . If strain gages are aligned with this axis of strain, then δR ∼
L
, as
discussed in Section 3.3.2. Thus, the voltage output of this system, E
o
, is
linearly proportional to the applied force, F. Further, with this strain gage
configuration, variational temperature and torsional effects are compensated
for automatically. This is an inexpensive, simple yet elegant measurement
system that can be calibrated and used to determine unknown forces. This