Pacific Instruments
Call: 925-827-9010
Contact Us Login: Client Home
  Basics of Strain Gage Instrumentation

Basics of Strain Gage Instrumentation

Description

This is an informational application note provided by Pacific Instruments, Inc. to teach the basics of strain gage instrumentation. Learn more about in depth applications, common techniques and mathematical concepts involved in strain gage measurments taken with electronic instrumentation.

TOP

Introduction

Strain gages are commonly used to investigate strain in structures and materials. Excited by an electric current, the resistance change of the gage due to tension or compression produces a proportional voltage change which can be measured with electronic instrumentation.

The Wheatstone bridge is the most convenient and common circuit for measuring strain. Shown in Figure 1, the bridge is configured such that one arm. the strain gage, changes resis tance due to the application of strain. If the bridge is initially balanced, the output is an indication of change. R1, R2 and R3 are fixed completion resistors usually equal to the nominal strain gage resistance.

 

Temperature effects in strain gages may be eliminated using the circuit shown in Figure 2. This circuit, which is the most commonly used in strain gage work, employs two gages as adjacent arms of the bridge. The active gage is mounted on the stressed material and the dummy gage is mounted on an un stressed area of the same material. In this bridge configuration, equal changes in the active and dummy gages, due to temper ature, cancel and the output is unaffected. Changes in the active gage due to strain which are not present in the dummy gage will produce an output. The effects of temperature have practically no net effect on the output, except to the extent that the dummy gage measures thermally induced stresses in the material.

It can be beneficial to make both gages active. For example, two gages can be used on opposite sides in measuring the bending of a beam. Applied force will cause a tension strain in one gage and compression strain in the other. Connected as shown in Figure 3, the bridge will be unbalanced in proportion to the difference in the strains acting on the two gages. Additionally, assuming that the two gages are subject to the same temperature, temperature effects are cancelled.

All four arms of the Wheatstone bridge may be made up of strain gages, any or all of which may be active. It is possible to realize temperature compensation and higher output using multiple gage configurations. When using multiple gages, one must remember lhat the bridge is unbalanced in proportion to the difference of the strains in gages located in adjacent arms and in proportion to the sum of the strains of gages located in opposite arms. Output voltage may be further increased by operating two or more bridges with their outputs in series.

TOP

Strain Gage Wiring

Lead wires can have a significant effect on the accuracy of strain gage sensors. Figure 4 shows a simple two wire connection to a self-compensated strain gage. Lead wires "a" and "b" connect the gage to the measuring circuit in which R1, R2, and R3 are the bridge completion resistors and equal to the gage resistance. If lead wires "a" and "b" are of low resistance, or made from a low temperature coefficient wire, this circuit can produce usable results. In most cases, however, this circuit will produce significant errors and may be unusable with copper wire in lengths greater than 20 feet.

To demonstrate the magnitude of the error which may result using the circuit of Figure 4, consider the case where lead wires "a" and "b" are 22 gage copper wire, 20 feet long, and subject to a temperature range of 20° to 50° C. The total resistance a + b for this size wire is 0.648 ohms. The approximate temperature coefficient of copper is 0.004/° C. The change of lead resistance will therefore be 30 X .004 X .648 = 0.078 ohms. Assuming a 350 ohm gage, the resistance change due to effects of temperature on the leads is 222 ppm. At a gage factor of 2, this corresponds to a strain error of 111 microinches/inch, a considerable error in most applications. Some method of compensating for lead wire effects is necessary if accuracy is to be preserved.

 

A simple solution to this problem is shown in Figure 5. This is the "3-wire" technique of resistance measurement. As in Figure 4, leads "a" and "b" are equal and subject to the same temperature throughout their length. In Figure 5, the resistances of leads "a" and "b" are in series with adjacent arms of the bridge. Lead "c" is outside the bridge and in series with the excitation source. The result is that any voltages in "a" and "b" due to temperature changes cancel, producing no net effect in the output of the bridge.

While the circuit of Figure 5 will be adequate for most practical strain gage measurements, it should be pointed out that there is a still more precise method of lead wire compensation employing the Kelvin bridge or "4-wire" configuration. This method of resistance measurement will be required in only the most critical work, and is described in textbooks on electrical measurements. Is could be required in situations involving very long input leads of small diameter wire or extreme temperature fluctuations, or where it is impossible to contain input wires in the same temperature environment.

Figure 6 shows the 3-wire connection of a two arm installation using either 2 active or an active and compensating gage. Since wires "a" and "c" are of the same resistance and subject to the same temperature, and in adjacent arms of the bridge, their net effect will be cancelled and not appear in the output. Lead wire "b" is in series with the excitation source and will have no effect on the bridge output.

 

Four active-arm bridges use conventional wiring techniques. When remote sensing is employed, two additional wires are required to sense the excitation voltage at the transducer. A four active arm bridge with remote sensing will require a minimum of six wires without provisions for calibration. When the calibration connections are added, 8 or 10 input wires may be required. Since this paper deals primarily with stress analysis, we will not cover the 4 active arm bridge in detail.

TOP

Bridge Output (Equal Resistance)

Measurements using the Wheatstone bridge require that the deviation of one or more resistors from an initial value be determined. Figure 7 shows a single active-arm bridge where the completion resistors are nominally equal to the gage resistance. The output voltage fora fractional resistance change, X, is indicated by the following equations. Note that white the relationship between the bridge output and X is not linear, for small changes of X it is sufficiently linear to ignore the error in most applications.

Previously, we determined that the output of a bridge can be doubled if the opposite arms change resistance in the same direction. Opposite arms edd while adjacent arms subtract. Following is a calculation of the bridge output for changes in the opposite arms.

Using the equation developed for the single active arm bridge, we can now relate bridge output to strain. The ratio of resistance change to strain change, ohms-per-ohm divided by inches per inch, is known as the gage factor. Expressed mathematically, the gage factor K equals ∆R/R divided by ∆S. The fractional resistance change X can be replaced by it's equivalent ∆R/R in the bridge output equation. The result is an expression for output voltage in terms of strain and the gage factor K.

Rearranging the above equation, we can derive an expression for strain as a function of output voltage.

TOP

Bridge Output (Unequal Resistance)

Preceeding calculations assume that all bridge arms are equal. The following derivation does not restrict the application to equal resistance bridge arms. Figure 8 considers the active half of the bridge separately. The output voltage is calculated as...

To find the change in output voltage for a given change in gage resistance Rg, the above equation is differentiated with respect to Rg.

Multiplying and dividing the right hand member by Rg gives...


 

The definition of gage factor is...

Hence...

In the wheatstone bridge circuit with only one gage subject to strain, the bridge is initially balanced such that the output voltage is zero. As strain is applied to the active gage, the bridge is unbalanced producing an output voltage e0. In Figure 9, assuming balance is performed at zero strain, output is equal to that calculated for the half bridge...

Where ∆S is the strain in gage A. and gage B is a dummy. If the functions of gages A and B are interchanged, the same equation applies but output is of opposite polarity. If both gages are active, and if the sign of the strain in gage B is the same as that in gage A. then the resulting net change in bridge output voltage will be the difference of the voltages given by each of the respective equations. If the signs are opposite, the net voltage will be the sum of the two individual outputs.

TOP

Shunt Calibration

Shunt calibration is the technique commonly used for calibrating system gain with Wheatstone bridge circuits. One or more legs of Ihe bridge is shunted with a known resistance producing a specific change in bridge balance simulating a compressive strain. The output will respond exactly as if a strain had actually occured for the existing bridge excitation and system gain. Sensitivity can be determined from the simulated strain and system output.

It is important to note that shunt calibration, while verifying the operation and calibration of the measuring circuit, in no way verifies or calibrates the strain characteristics of the gage itself.

It is important to note that shunt calibration, while verifying the operation and calibration of the measuring circuit, in no way verifies or calibrates the strain characteristics of the gage itself. Two separate leadwire effects reduce the accuracy of shunt calibration unless proper corrections are made. Leadwire resistance in series only with the calibration resistor is one effect and can be easily corrected by subtracting from the calculated RCAL value. The second effect is due to uncompensated leadwire resistance in series with the gage or gages. Here a correction, in the form of an artificial gage factor Ką.can be calculated in which the actual gage factor K is corrected for leadwire resistance.

Where:

    K = gage factor
    Rg = resistance of gage
    Ra = resistance of uncompensated lead wire

Using the definition of gage factor, where S is the simulated strain, we see...

Where:

    ∆S = simulated strain
    Rg = resistance of leg shunted
    Ką = effective gage factor

Replacing Rg by the parallel combination of Rg and the calibration resistor, RCAL.

Rearranging terms and converting to microstrain, we obtain...

Rearranging terms, we can develop a formula for calculating the calibration resistor required to give a specific strain.

Using the formula developed previously for the equal resistance bridge, we can calculate the output voltage for simulated strain.

TOP

Practical Circuits

We can now apply the shunt calibration technique to the "three-wire" technique of leadwire compensation. Four of the more common circuits will be discussed. While other, more complicated circuits exist, they are beyond the scope of this presentation.

Figure 10a is a single active arm bridge with either a compensation gage or completion resistor for the dummy arm. The active arm is shunted by RCAL. While this circuit requires two additional wires for the calibration resistor and simulates only compressive strain, it is classcial and has no required gage factor correction. For accurate calibration, the lead wire resistance in series with the calibration resistance should be subtracted from the calculated value of RCAL.

The same principal is used in Figure 10b, where the completion resistor (dummy arm) is shunted. Leadwire correction is not required and accuracy is independent of the gage resistance. Use is limited in that only tension can be simulated by shunt resistance. Some users alter this circuit to perform series insertion thus simulating compressive strain.

Both compressive and tension strain are simulated using the circuit in Figure 10c which is a combination of the two preceeding circuits with no additional leadwires. While gage factor correction is not required for tension, it must be used for compression making application somewhat complicated. The circuits which follow provide bipolar calibration without this complication.

Figure 10d is a circuit for bipolar calibration of 2 and 4 active arm bridges by shunting the active arms. It is usable with any gage wiring technique, but requires three additional leadwires: The resistance of gages "A" and "B" must be equal to obtain equal + and - calibration steps. No gage factor correction is necessary, but as in 10b resistance in series with RCAL will alter the calculated value.

A bipolar shunt technique, which requires no additional leadwires, shunts the bridge completion resistors as shown in Figure 10e. A correction factor is required for K to use the output equations. Calibration is independent of the gage resistance. Recommended for 1 and 2 active arm gages. Has reduced accuracy when used with 4 active arm bridges.

TOP

Contact

Pacific transducer signal conditioning amplifers provide unparalleled performance and accuracy for strain gage instrumentation. You may be interested in the following models:

For additional information about strain gage instrumentation, please feel free to contact us at:

Contact Us! Phone: 925-827-9010

Contact Us! Email: salesrequest@pacificinstruments.com

Series 6000 Data Acquisition Systems
©2009 Pacific Instruments | Home | Products | Support | News | About Us | Sitemap
Series 6000 Data Acquisition Systems