Gauge resistance Self-temperature compensated gauges
Gauge factor (k) Temperature compensation range
Gauge length Operational temperature compensation
Transverse sensitivity Frequency response
Strain limit Correction of error due to lead wire
Fatigue life Gauge factor correction due to lead wire
   

Gauge resistance

Gauge resistance in ohms expresses electrical resistance under free conditions at room temperature, unbonded as supplied.

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Gauge factor (k)

The amount shown in the following equation is called the gauge factor. In this equation, indicates the strain generated due to uniaxial stress in the direction of the strain gauge axis.R/R shows ratio of resistance change due to strain . This is generally indicated by specifying the Poisson's ratio of the test specimen used.

k: gauge factor

: mechanical strain

R: gauge resistance

R: resistance variation

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Gauge length

This dimension represents the actual grid length in the sensitive direction.

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Transverse sensitivity

The gauge also exhibits sensitivity in the direction perpendicular to the axial direction. The amount shown in the following equation due to the uniaxial strain (t) in the direction perpendicular to the gauge axis, and the resistance variation generated thereby, is called transverse sensitivity (kt).

kt: gauge factor

t:  uniaxial strain

Generally, the ratio between transverse sensitivity and longitudinal sensitivity is called the transverse sensitivity ratio.

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Strain limit

The strain limit or allowable elongation percent depends on the properties of the wire or foil material, backing, and adhesive used. In general, the strain limit for a gauge with a short gauge length is slightly lower than that for one with a longer gauge length in the same series.

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Fatigue life

When strain is repeatedly applied to the gauge, it causes increased resistance under zero strain, peeling-off the gauge, or disconnection, resulting in failure. The number of repeated cycles that the gauge can endure is called fatigue life. It is generally indicated by the repetition number under the specified conditions of strain amount and repetition speed as apparent strain drifts to 100 µm/m from the beginning. The fatigue life of TML gauges depends mainly on the properties of the backing material and adhesive used. This varies somewhat with the size and configuration of the grid. In general, larger gauges exhibit better fatigue performance. It is advisable to use foil gauges where maximum resistance to fatigue is required. 

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Self-temperature compensated gauges 

The ambient temperature change may cause a variation of the strain gauge resistance. The amount of variation is subject to the thermal expansion of both the strain gauge material and the specimen, together with the thermal coefficient of resistance of the gauge material. Self-temperature compensated gauges are commonly used to minimize the apparent strain produced by changes in temperature. For optimum efficacy, such gauges should be used for the specified material.

   

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Temperature compensation range

This refers to the applicable temperature range for self-temperature compensated strain gauges. Compensation is accurate within approximately ±1.8µm/m/K. For greater accuracy, corrections can be made using the curves for apparent strain vs. temperature which are supplied with each package of gauges.

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Operational temperature range

The temperature range listed in the "Normal" column of the selection is for stable static measurement. The "Short-Term or Special" column indicates the range for dynamic measurement, short term measurement or measurement without temperature change.

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Frequency response

While the measured object is generating dynamic strain, the strain is transmitted to the sensing part via the bonding material and carrier backing. This transmission is done very quickly so as to avoid problems with usual mechanical vibration. Generally, in the quick strain phenomenon, the wavelength of the strain is short and the strain distribution in the gauge is not uniform, while the gauge measures the average strain in its active length. That my cause a problem. Thus, gauges with a shorter gauge length have higher response.

 

Gauge length (mm)
0,2
1
3
5
10
30
60
Frequency in kHz on steel
660
530
360
270
170
-
-
Frequency in kHz on concrete
-
-
-
-
120
50
20

For bonding on concrete surfaces, the gauge length should exaggregate approximately 3 times aggregate.

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Correction of error due to the lead wire

If the lead wire is extended with the quarter or half bridge method, an error will result due to apparent deterioration of the gauge factor because the resistance of the lead wire is in series with the gauge. Conversely, with the full bridge method, apparent deterioration of the gauge factor occurs since the resistance of the lead wires lowers the exciting voltage.

Typical connection and applicable lead wires
Bridge method
Lead wire
in case if temperature variation
Quarter bridge
2-wire, parallel
Not available
Quarter bridge with 3-wire
3-wire, parallel
Available
Half bridge
2-/3-wire, parallel
Available
Full bridge
4-core cable
Available

Strain gauge and lead wire
Strain gauge
Connection
Parallel 2-wire preattached to quarter bridge
Parallel 3-wire preattached to quarter bridge with 3-wire

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Gauge factor correction due to lead wire
In case of 2-wire system
In case of 3-wire system
k: gauge factor as supplied

R: nominal resistance of gauge

r: total resistance per meter of lead wire (ohms/m)

L: length of lead wire (m)

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