Tee Rosette Type Strain Gauge
Specification of strain gauge:
MODEL  GRID DIM  BACKING DIM  CREEP 

L (mm)  W (mm)  L (mm)  W (mm) 
BF3503BBA  3.0  3.0  6.8  7.6  
ZF10003BBA  3.0  3.0  6.8  7.6 
Our Strain Gauge name rules:Strain Gauge Catalogue
TYPE  MODEL  GRID DIM (LXW)(mm)  BACKING DIM (LXW)(mm)  CREEP CODE  GRID DIM (mm)   ZF(ZAM)3501GBAL68(**)N*  1.5X3.2  9.8X4.3  N0,N6,T0,T4  6.8  ZF(ZAM)3502GBAL7(**)N*  2.0X2.7  10.8X3.9  N2,N4,N6,T0  7.0  ZF(ZAM)3501GBAL8(**)N*  1.5X3.5  11.0X4.3  N2  8.0  ZF(ZAM)3502GBAL0(**)N*  2.0X2.7  14.4X3.9  N0,N2,N4,N6,T0,T2,T8  10.5  ZF(ZAM)3502GBAL12(**)N*  2.0X2.7  15.8X3.9  N0,N4  12.0  ZF(ZAM)3502GBAL15(**)N*  2.0X2.7  18.8X3.9  N2,T4  15.0  ZF(ZAM)7502GBAL12(**)N*  2.0X3.3  15.8X4.5  N0,T6,T8  12.0  ZF(ZAM)10001.5GBAL5.5(**)N*  1.5X2.5  9.1X4.3  N6  5.5  ZF(ZAM)10001.5GBAL9(**)N*  1.5X4.0  12.0X5.2  T2,T3,T8  9.0  ZF(ZAM)10001.6GBAL0(**)N*  1.6X3.9  13.7X5.1  T1,T4  10.5  ZF(ZAM)10002GBAL5(**)N*  2.0X3.3  8.9X4.5  N2  5.3  ZF(ZAM)10002GBAL5.5(**)N*  2.0X2.8  8.9X3.8  N6  5.5  ZF(ZAM)10002GBAL6(**)N*  2.0X2.8  9.4X3.8  N0,N2,N6,T0,T4,T6  6.0  ZF(ZAM)10002GBAL7(**)N*  2.0X3.1  10.8X4.4  N0,N2,N4,N6,T0,T5  7.0  ZF(ZAM)10002GBAL0(**)N*  2.5X3.3  14.7X4.5  N0,N2,N3,N4,N5 N6,N8,T1,T6  10.5  ZF(ZAM)10003GBAL7(**)N*  3.0X3.2  11.6X4.4  N2  7.0  ZF(ZAM)10003GBAL0(**)N*  3.0X3.2  15.4X4.4  N6,T0,T2,T4,T6,T8  10.5  ZF(ZAM)10003GBAL14(**)N*  2.9X3.0  18.7X4.2  N0,N1  14.0  ZF(ZAM)11002GBAL6(**)N*  2.0X3.0  9.4X4.0  N2  6.0  ZF(ZAM)20002GBAL0(**)N*  2.5X4.0  14.7X5.0  T0,T4  10.5   ZF(ZAM)5002GBBL6(**)N*  2.1X5.0  9.8X6.0  N4  6.0  ZF(ZAM)10001GBBL6(**)N*  1.5X4.8  9.1X6.5  T6  6.0  ZF(ZAM)10002GBBL6(**)N*  2.1X4.1  9.7X5.5  N0,N2,N6,T0,T1 T2,T3,T4,T5,T6  6.0  ZF(ZAM)10002GBBL7(**)N*  2.1X4.1  10.7X5.5  N6,T1,T3,T5,T8  7.0  ZF(ZAM)10002GBBL0(**)N*  2.1X4.1  14.2X5.5  T1,T3,T5  10.5  ZF(ZAM)10003GBBL6(**)T*  3.0X3.6  10.7X4.8  T0,T2  6.0  ZF(ZAM)20002GBBL6(**)N*  2.1X4.2  9.7X5.5  T6  6.0  ZF(ZAM)20002GBBL7(**)N*  2.1X5.4  10.8X6.4  N6,T0  7.0   ZF(ZAM)10002GBCL8(**)N*  2.5X3.3  12.9X4.5  N2,T1,T2,T4  8.0  ZF(ZAM)10002GBCL0(**)N*  2.5X3.3  14.7X4.5  T2,T4  10.5   ZF(ZAM)3503GBL12(**)N*  3.0X3.3  20.3X4.2  N6  12.0  ZF(ZAM)5003GBL0(**)N*  3.0X4.8  18.8X5.3  N6  10.5  ZF(ZAM)5003GBL12(**)N*  3.0X4.8  16.8X5.3  N6  12.0  ZF(ZAM)10002GBL6(**)N*  2.1X3.4  11.7X5.2  T4  6.0  ZF(ZAM)10003GBL6(**)N*  3.0X3.8  13.2X4.8  T8  6.0  ZF(ZAM)10003GBL0(**)N*  3.0X3.8  17.2X4.9  N2,T2,T8  10.5  ZF(ZAM)10003GBL12(**)N*  3.1X3.9  18.5X4.9  N2  12.0  ZF(ZAM)10004GBL12(**)N*  4.0X2.5  19.5X4.5  N8  12.0  ZF(ZAM)20003GBL0(**)N*  3.0X2.8  17.8X4.4  T8  10.5   ZF(ZAM)350(6)KAB(**)  φ5.3  φ6.0    ZF(ZAM)350(8B10)KAB(**)  φ8.0  φ10.0    ZF(ZAM)500(6)KAB(**)  φ5.3  φ6.0    ZF(ZAM)550(6)KAB(**)  φ5.3  φ6.0    ZF(ZAM)550(6B10)KAB(**)  φ5.3  φ9.8    ZF(ZAM)700(6)KAB(**)  φ5.4  φ6.0    ZF(ZAM)1000(10)KAB(**)  φ9.0  φ10.0    ZF(ZAM)2000(12)KAB(**)  φ11.2  φ12.0     ZF(ZAM)350(8)KAC(**)  φ8.2  φ8.0    ZF(ZAM)350(10)KAC(**)  φ9.2  φ10.0    ZF(ZAM)350(20)KAC(**)  φ19.0  φ20.0    ZF(ZAM)350(22)KAC(**)  φ20.0  φ22.0    ZF(ZAM)750(20)KAC(**)  φ19.0  φ20.0    ZF(ZAM)1000(20)KAC(**)  φ19.0  φ20.0    ZF(ZAM)1500(13B16)KAC(**)  φ13.2  φ16.0    ZF(ZAM)2000(13B16)KAC(**)  φ13.3  φ16.0     ZF(ZAM)1000(11)KB(**)  φ6.7  φ11.0  T0,T2    ZF(ZAM)3502EB(**)N*  1.8X2.2  7.4X8.5  N2   ZF(ZAM)10002EB(**)N*  2.3X2.7  8.6X7.2  N2   ZF(ZAM)10003EB(**)N*  2.7X3.2  9.8X8.4  N2    ZF(ZAM)3502EBA(**)N*  1.8X2.3  7.4X8.4  N2   ZF(ZAM)10002EBA(**)N*  2.3X2.7  8.6X7.5  N2    ZF(ZAM)10002EBBT(**)N*  1.8X1.8  7.9X5.2  T6   ZF(ZAM)12002EBBT(**)N*  1.8X1.8  7.9X5.2  T6    ZF(ZAM)3501FGL0(**)N*  1.5X2.0  16.0X6.2  T0  10.5  ZF(ZAM)3502FGL7(**)N*  2.0X1.9  13.4X6.4  T1  7.0  ZF(ZAM)3502FGL8(**)N*  2.0X1.9  14.3X6.4  T0  8.0  ZF(ZAM)10003FGL0(**)N*  3.0X2.5  17.4X6.4  N6,T8  10.5  ZF(ZAM)10003FGL12(**)N*  3.1X2.3  18.6X6.8  N0,T8  12.0   ZF(ZAM)3502FGAL6(**)N*  2.0X2.2  11.9X7.1  T0,N4,N6,N8,T4  6.0  ZF(ZAM)3503FGAL6(**)N*  3.0X2.0  17.2X6.6  N6  10.5  ZF(ZAM)10002FGAL0(**)N*  2.1X2.6  16.9X7.4  T1,T6,T8  10.5  ZF(ZAM)10003FGAL0(**)N*  3.1X3.2  17.9X8.4  N2,N6,T0,T2,T4,T6  10.5  ZF(ZAM)10003FGAL14(**)N*  3.0X2.1  20.5X6.8  N6,T1,T6,T0  14.0  ZF(ZAM)10003FGAL12(**)N*  3.1X2.9  19.4X8.4  T8  12.0   ZF(ZAM)3501FGBL6(**)N*  1.5X2.2  9.3X6.1  T0,N4  6.0  ZF(ZAM)3501FGBL0(**)N*  1.5X2.5  13.9X6.4  N0,T0,T8  10.5  ZF(ZAM)4001FGBL68(**)N*  1.5X2.4  9.8X6.1  T8  6.8  ZF(ZAM)5002FGBL6(**)N*  2.1X2.2  9.7X5.8  T8  6.0  ZF(ZAM)10001.5FGBL0(**)T*  3.0X2.8  13.8X6.9  T8  10.5  ZF(ZAM)10002FGBL6(**)N*  2.1X2.7  9.8X6.9  N4,N8,T0,T4,T8  6.0  ZF(ZAM)10002FGBL0(**)N*  2.1X2.8  14.4X6.9  N2,N6  10.5  ZF(ZAM)10003FGBL0(**)T*  3.1X2.8  15.5X6.8  T2  10.5  ZF(ZAM)11002FGBL0(**)N*  2.1X2.8  14.4X6.9  N2,T8  10.5  ZF(ZAM)11002FGBL6(**)N*  2.1X2.8  9.8X6.8  N2  6.0  ZF(ZAM)12003FGBL7(**)N*  3.0X2.6  12.0X6.8  T0  7.0  ZF(ZAM)20002FGBL0(**)N*  2.0X3.3  14.3X7.8  T8  10.5   ZF(ZAM)3501FGCL6(**)N*  1.5X2.2  9.2X6.0  T0  6.0  ZF(ZAM)3501FGCL68(**)N*  1.5X2.4  9.8X6.2  N2  6.8  ZF(ZAM)3501FGCL0(**)N*  1.5X2.2  13.9X6.4  T2  10.5  ZF(ZAM)10002FGCL6(**)N*  2.1X2.9  9.8X6.9  T0,T2,T4  6.0  ZF(ZAM)10003FGCL0(**)N*  3.1X2.8  15.3X7.0  N2,N6,T0,T4  10.5  ZF(ZAM)11002FGCL6(**)N*  2.1X2.8  9.6X6.8  N2  6.0  BB(BAB)250ºC SeriesTYPE  MODEL  GRID DIM (LXW)(mm)  BACKING DIM (LXW)(mm)   BB(BAB)1202AA250(**)  2.1X2.3  5.8X3.8  BB(BAB)1203AA250(**)  2.8X2.0  6.4X3.5  BB(BAB)1204AA250(**)  8.0X4.0  3.9X2.7  BB(BAB)12010AA250(**)  10.0X3.0  15.0X5.0  BB(BAB)3504AA250(**)  8.0X4.9  4.0X3.7  BB(BAB)3505AA250(**)  9.4X5.7  5.0X4.1  BB(BAB)10003AA250(**)  3.2X3.2  7.4X4.5  BB(BAB)20004AA250(**)  4.0X4.4  8.6X6.0   BB(BAB)1203BB250(**)  2.8X3.3  8.5X6.5  BB(BAB)1204BB250(**)  4.0X4.4  10.3X7.5  BB(BAB)3502BB250(**)  1.9X2.5  6.4X5.5  BB(BAB)3503BB250(**)  3.0X3.4  8.8X6.8  BB(BAB)3504BB250(**)  4.0X4.3  10.0X7.8   BB(BAB)3503HAC250(**)  3.0X3.8  9.5X7.8   BB(BAB)3504HAA250(**)  4.0X3.6  8.8X7.8  BB(BAB)10003HAA250(**)  3.0X4.5  9.4X6.5   BB(BAB)2501HAW250(**)  1.0X1.3  3.8X2.8  BB(BAB)3002HAW250(**)  2.0X1.2  4.0X4.0  BB(BAB)3504HAD250(**)  3.9X2.3  8.3X8.3   BB(BAB)3504HAE250(**)  3.9X2.3  8.3X8.3   BB(BAB)350(10)KA250(**)  Φ8.8  Φ10.0  BB(BAB)350(15)KA250(**)  Φ14.0  Φ15.0  BB(BAB)350(20)KA250(**)  Φ18.6  Φ20.0  BB(BAB)1000(10)KA250(**)  Φ9.0  Φ10.0  BB(BAB)1000(20)KA250(**)  Φ18.6  Φ20.0   BB(BAB)10006FB250(**)  6.0X2.4  9.5X6.8 


If a strip of conductive metal is stretched, it will become skinnier and longer, both changes resulting in an increase of electrical resistance endtoend. Conversely, if a strip of conductive metal is placed under compressive force (without buckling), it will broaden and shorten. If these stresses are kept within the elastic limit of the metal strip (so that the strip does not permanently deform), the strip can be used as a measuring element for physical force, the amount of applied force inferred from measuring its resistance.
Such a device is called a strain gauge. Strain gauges are frequently used in mechanical engineering research and development to measure the stresses generated by machinery. Aircraft component testing is one area of application, tiny straingauge strips glued to structural members, linkages, and any other critical component of an airframe to measure stress. Most strain gauges are smaller than a postage stamp.
A strain gauge's conductors are very thin: if made of round wire, about 1/1000 inch in diameter. Alternatively, strain gauge conductors may be thin strips of metallic film deposited on a nonconducting substrate material called the
carrier. The latter form of strain gauge is represented in the previous illustration. The name "bonded gauge" is given to strain gauges that are glued to a larger structure under stress (called the
test specimen). The task of bonding strain gauges to test specimens may appear to be very simple, but it is not. "Gauging" is a craft in its own right, absolutely essential for obtaining accurate, stable strain measurements. It is also possible to use an unmounted gauge wire stretched between two mechanical points to measure tension, but this technique has its limitations.
Typical strain gauge resistances range from 30 Ω to 3 kΩ (unstressed). This resistance may change only a fraction of a percent for the full force range of the gauge, given the limitations imposed by the elastic limits of the gauge material and of the test specimen. Forces great enough to induce greater resistance changes would permanently deform the test specimen and/or the gauge conductors themselves, thus ruining the gauge as a measurement device. Thus, in order to use the strain gauge as a practical instrument, we must measure extremely small changes in resistance with high accuracy.
Such demanding precision calls for a bridge measurement circuit. Unlike the Wheatstone bridge shown in the last chapter using a nullbalance detector and a human operator to maintain a state of balance, a strain gauge bridge circuit indicates measured strain by the degree of
imbalance, and uses a precision voltmeter in the center of the bridge to provide an accurate measurement of that imbalance:
Typically, the rheostat arm of the bridge (R
_{2} in the diagram) is set at a value equal to the strain gauge resistance with no force applied. The two ratio arms of the bridge (R
_{1} and R
_{3}) are set equal to each other. Thus, with no force applied to the strain gauge, the bridge will be symmetrically balanced and the voltmeter will indicate zero volts, representing zero force on the strain gauge. As the strain gauge is either compressed or tensed, its resistance will decrease or increase, respectively, thus unbalancing the bridge and producing an indication at the voltmeter. This arrangement, with a single element of the bridge changing resistance in response to the measured variable (mechanical force), is known as a
quarterbridge circuit.
As the distance between the strain gauge and the three other resistances in the bridge circuit may be substantial, wire resistance has a significant impact on the operation of the circuit. To illustrate the effects of wire resistance, I'll show the same schematic diagram, but add two resistor symbols in series with the strain gauge to represent the wires:
The strain gauge's resistance (R
_{gauge}) is not the only resistance being measured: the wire resistances R
_{wire1} and R
_{wire2}, being in series with R
_{gauge}, also contribute to the resistance of the lower half of the rheostat arm of the bridge, and consequently contribute to the voltmeter's indication. This, of course, will be falsely interpreted by the meter as physical strain on the gauge.
While this effect cannot be completely eliminated in this configuration, it can be minimized with the addition of a third wire, connecting the right side of the voltmeter directly to the upper wire of the strain gauge:
Because the third wire carries practically no current (due to the voltmeter's extremely high internal resistance), its resistance will not drop any substantial amount of voltage. Notice how the resistance of the top wire (R
_{wire1}) has been "bypassed" now that the voltmeter connects directly to the top terminal of the strain gauge, leaving only the lower wire's resistance (R
_{wire2}) to contribute any stray resistance in series with the gauge. Not a perfect solution, of course, but twice as good as the last circuit!
There is a way, however, to reduce wire resistance error far beyond the method just described, and also help mitigate another kind of measurement error due to temperature. An unfortunate characteristic of strain gauges is that of resistance change with changes in temperature. This is a property common to all conductors, some more than others. Thus, our quarterbridge circuit as shown (either with two or with three wires connecting the gauge to the bridge) works as a thermometer just as well as it does a strain indicator. If all we want to do is measure strain, this is not good. We can transcend this problem, however, by using a "dummy" strain gauge in place of R
_{2}, so that
both elements of the rheostat arm will change resistance in the same proportion when temperature changes, thus canceling the effects of temperature change:
Resistors R
_{1} and R
_{3} are of equal resistance value, and the strain gauges are identical to one another. With no applied force, the bridge should be in a perfectly balanced condition and the voltmeter should register 0 volts. Both gauges are bonded to the same test specimen, but only one is placed in a position and orientation so as to be exposed to physical strain (the
active gauge). The other gauge is isolated from all mechanical stress, and acts merely as a temperature compensation device (the
"dummy" gauge). If the temperature changes, both gauge resistances will change by the same percentage, and the bridge's state of balance will remain unaffected. Only a differential resistance (difference of resistance between the two strain gauges) produced by physical force on the test specimen can alter the balance of the bridge.
Wire resistance doesn't impact the accuracy of the circuit as much as before, because the wires connecting both strain gauges to the bridge are approximately equal length. Therefore, the upper and lower sections of the bridge's rheostat arm contain approximately the same amount of stray resistance, and their effects tend to cancel:
Even though there are now two strain gauges in the bridge circuit, only one is responsive to mechanical strain, and thus we would still refer to this arrangement as a
quarterbridge. However, if we were to take the upper strain gauge and position it so that it is exposed to the opposite force as the lower gauge (i.e. when the upper gauge is compressed, the lower gauge will be stretched, and vice versa), we will have
both gauges responding to strain, and the bridge will be more responsive to applied force. This utilization is known as a
halfbridge. Since both strain gauges will either increase or decrease resistance by the same proportion in response to changes in temperature, the effects of temperature change remain canceled and the circuit will suffer minimal temperatureinduced measurement error:
An example of how a pair of strain gauges may be bonded to a test specimen so as to yield this effect is illustrated here:
With no force applied to the test specimen, both strain gauges have equal resistance and the bridge circuit is balanced. However, when a downward force is applied to the free end of the specimen, it will bend downward, stretching gauge #1 and compressing gauge #2 at the same time:
In applications where such complementary pairs of strain gauges can be bonded to the test specimen, it may be advantageous to make all four elements of the bridge "active" for even greater sensitivity. This is called a
fullbridge circuit:
Both halfbridge and fullbridge configurations grant greater sensitivity over the quarterbridge circuit, but often it is not possible to bond complementary pairs of strain gauges to the test specimen. Thus, the quarterbridge circuit is frequently used in strain measurement systems.
When possible, the fullbridge configuration is the best to use. This is true not only because it is more sensitive than the others, but because it is linear while the others are not. Quarterbridge and halfbridge circuits provide an output (imbalance) signal that is only approximately proportional to applied strain gauge force. Linearity, or proportionality, of these bridge circuits is best when the amount of resistance change due to applied force is very small compared to the nominal resistance of the gauge(s). With a fullbridge, however, the output voltage is directly proportional to applied force, with no approximation (provided that the change in resistance caused by the applied force is equal for all four strain gauges!).
Unlike the Wheatstone and Kelvin bridges, which provide measurement at a condition of perfect balance and therefore function irrespective of source voltage, the amount of source (or "excitation") voltage matters in an unbalanced bridge like this. Therefore, strain gauge bridges are rated in millivolts of imbalance produced per volt of excitation, per unit measure of force. A typical example for a strain gauge of the type used for measuring force in industrial environments is 15 mV/V at 1000 pounds. That is, at exactly 1000 pounds applied force (either compressive or tensile), the bridge will be unbalanced by 15 millivolts for every volt of excitation voltage. Again, such a figure is precise if the bridge circuit is fullactive (four active strain gauges, one in each arm of the bridge), but only approximate for halfbridge and quarterbridge arrangements.
Strain gauges may be purchased as complete units, with both strain gauge elements and bridge resistors in one housing, sealed and encapsulated for protection from the elements, and equipped with mechanical fastening points for attachment to a machine or structure. Such a package is typically called a load cell.
Like many of the other topics addressed in this chapter, strain gauge systems can become quite complex, and a full dissertation on strain gauges would be beyond the scope of this book.
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