e 59 strain gage lab

10
1 ENGR 059 Strain Gage Laboratory November 7, 2008 Ryan Carmichael

Upload: chethan-arkasali

Post on 28-Apr-2015

37 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: e 59 Strain Gage Lab

1

ENGR 059

Strain Gage Laboratory November 7, 2008

Ryan Carmichael

Page 2: e 59 Strain Gage Lab

2

Abstract:__________________________________________________________

In this laboratory, I successfully installed a CEA-13-240UZ-120 student strain gage onto

a 6061 Aluminum beam. My beam was then loaded with 4.984 lb and a P-3500 Portable Strain

Indicator was used to measure the strain indicated by my installed gage. The strain measured by

the P-3500 was 1352µ in/in compared to a theoretical value of 1347µ in/in for an error of 0.37%,

well within the 2% error limit.

Theory:___________________________________________________________ Normal strain in any given direction on the surface of a material can be determined by

scribing a line AB in the direction of interest and measuring the length of that line before and

after loading. The normal strain in this setup will equal the change in the length of AB divided

by the original length (εAB = ΔL / L). This method is fine for rough calculations, but for more

accurate and continuous results throughout static loading, an electric strain gage should be used

to measure surface strain.

In the most basic sense, a typical strain

gage, as shown in Figure 1, is comprised of a

length of folded wire adhered to some type of

suitable backing, often plastic. The backing is

then cemented to the surface of the test

material with the folds in the wire running

parallel to the direction in which strain is to be

measured in. For example, in Figure 1 strain

will be measured in the AB direction. When

the test material is then loaded, the surface to which the gage is attached will either elongate or

shorten in the AB direction. If the material elongates, then the wire in the gage will increase in

length and decrease in diameter, increasing the electrical resistance in the wire. Conversely, if

the material shortens, the wire in the gage will decrease in length and increase in diameter,

decreasing the electrical resistance in the wire. For a properly calibrated gage, a simple

measurement of this resistance will yield an accurate measure of normal strain.

This gage resistance is commonly measured using a P-3500 Strain Indicator. The P-3500,

which is used for static signals, is a portable, battery-operated, precision device that uses a

A B

Figure 1: Diagram of a Typical CEA Gage

Page 3: e 59 Strain Gage Lab

3

Wheatstone bridge circuit to measure

resistance. The P-3500 will accept full-, half-,

or quarter-bridge strain gage inputs. The basic

Wheatstone bridge circuit in the P-3500

consists of four bridge arms (R1, R2, R3, and

R4) connected in a series-parallel arrangement

with a voltage source (Vin) as shown in Figure

2. The nodes that connect the power supply to the resistors are called the input corners of the

bridge and the nodes between which the differential output voltage (Vout) is measured are called

the output or signal corners of the bridge. The bridge is considered balanced if the differential

output voltage Vout = 0, regardless of the value of Vin. As shown mathematically below, this

occurs when R1R3=R2R4. If the differential output voltage does

not equal zero then the bridge will be unbalanced and the

magnitude of the differential output voltage will be proportionally

to the magnitude of the unbalance.

For static strain measurements with a single strain gage, the quarter-bridge configuration

is used with either a two- or three-wire connection, although a two-wire connection is not

recommended for most cases. For the two-wire configuration, as shown in Figure 3, R1 from the

initially balanced Wheatstone

bridge in Figure 2 has been

replaced with a strain gage of

approximately the same resistance

in addition to two lead wires. If

these lead wires were to have no

resistance, then the Wheatstone

bridge would be balanced. However, in practice, lead wires do have a measurable resistance RL.

As the two lead wires are in series with the gage, this makes the resistance of the bridge arm RG

+ 2RL, which can result in a measurable lack of symmetry in the overall circuit and an initial

resistance offset. This initial resistance offset could potentially be accounted for by a sizeable

balance adjustment with the strain indicator, however if the temperature of the lead wires should

change during the measurement process, then the initial balancing will not prevent large errors.

Figure 2: Basic Wheatstone Bridge Circuit

Figure 3: Two-wire Quarter-bridge Configuration

Vout=

R1R3! R

2R4

(R1+ R

2)(R

3+ R

4)Vin

Vout= 0!R

1R3= R

2R4

Page 4: e 59 Strain Gage Lab

4

The change in wire temperature has the potential to greatly change the wires resistance and skew

results. For example, copper wire has a 22% difference in resistance between room temperature

and 100º F. Furthermore, the existence of the leads’ resistance in series with the strain gage act

as a parasitic resistance in the gage arm of the Wheatstone bridge, effectively reducing or

desensitizing the gage factor of the strain gage. During testing, the reduced gage factor results in

a reduced output signals, which gives an error approximately equal to the ratio of lead wire

resistance to gage resistance.

Clearly for most static testing the two-wire configuration is not optimal. As a result, the

most common configuration used for static testing is the three-wire configuration (shown in

Figure 4). For this configuration, there is one lead wire in series with R2 and one lead wire in

series with the strain gage. We

know that for the circuit to be

balance R1R3=R2R4, where R1 in

this case is the resistance of the

gage arm. Furthermore, in the

P3500 and in most commercial

strain indicators R3 is set equal to

R4. As such R1 must equal R2 to

preserve the balance of the circuit. In the three-wire configuration R1’=Rg + RL = R2 + RL = R2’,

which preserves the balance in the circuit. This is based on the assumption that the resistance in

each wire is the same, which is a fair assumption to make if the lead wires are made out of the

same material, are about the same length and shape, and are at approximately the same

temperature. Thus, the three-wire configuration avoids both the initial offset error due to an

unbalanced bridge of the two-wire configuration as well as lead wire temperature error.

Furthermore, only one lead wire is in series with the strain gage, which results in approximately

half of the leadwire desensitization compared to the two-wire configuration. As shown, the three-

wire configuration reduces or eliminates the three major sources of error for the two-wire

configuration, making it the clear choice for static measurements. It should also be noted that the

third lead wire connecting the strain gage to the negative terminal of the output voltage is a

voltage-sensing wire only, and has no bearing on bridge balance or temperature stability.

Figure 4: Three-wire Quarter-bridge Configuration

Page 5: e 59 Strain Gage Lab

5

For the three-wire configuration we can do the following calculations to determine the

∆Vout. Note: C = to a constant specific to the resistances.

If we assume RL to be negligible (this will create a small error) then we can easily convert this

formula to determine the strain at the surface of the beam by plugging into the formula

where G.F. is the gage factor of the strain gages used. This is the

strain value calculated for us by the P-3500.

Procedure:_________________________________________________________

The following was adapted from Bulletin 309D Student Manual for Strain Gage Technology

and View MM Videotech Library Vol. 1 CEA Gages/MBond 200. For a more detailed procedure

one or both of these sources should be consulted.

1. Prepared Beam and Work Surface: obtained a 0.1255 in thick, 0.750 in wide beam made

of 6061 Aluminum (E = 10.0 * 106 psi), cleaned the beam and glass work surface,

degreased and abraded the surface of the beam with the suitable chemicals, burnished a

layout line on the beam, and neutralized the surface of the beam.

2. Adhered Gage to Beam: arranged a CEA-13-240UZ-120 student strain gage and two

terminals on the work surface, attached the gage and terminals to a piece of cellophane

tape, arranged the tape over the beam in the suitable location so that one end of the tape

was on the beam and the gage was held off the beam, applied catalyst and cyanoacrylate

Vout =R1R3! R

2R4

(R1+ R

2)(R

3+ R

4)Vin

Vout = 0"R1R3= R

2R4

Vout + #Vout =(R

1+ #R

1)(R

3+ #R

3) ! (R

2+ #R

2)(R

4+ #R

4)

(R1+ #R

1+ R

2+ #R

2)(R

3+ #R

3+ R

4+ #R

4)Vin

#Vout = (#R

1

R1

+#R

2

R2

+#R

3

R3

+#R

4

R4

)(C)(Vin )

#R1= (#Rg )$ + (#Rg )#%

R1= Rg + RL = R2 = R3 = R4

#Vout = [(#Rg

Rg + RL

)$ + (#Rg

Rg + RL

)#% + (#RL

Rg + RL

)#% + (#Rg

Rg + RL

)#% + (#RL

Rg + RL

)#% ](C)(Vin )

#Vout = (#Rg

Rg + RL

)$ (c)(Vin )

Page 6: e 59 Strain Gage Lab

6

glue to the beam over the layout line, under the gage, brought gage into contact with the

glue with a single wiping stroke with a gauze sponge, pressed thumb firmly against tape

and gage for more than one minute, and removed the tape leaving the gage and terminals

adhered to the beam.

3. Attached Leads: obtained a piece of three-conductor lead-in wire, separated an individual

wire from each of the two outside strands of wire to serve as jumper wires, tinned

remaining strands, cut the strands to size, masked the gage grid with masking tape,

soldered the lead wires to the terminals, created stress relief loops in the leads, soldered

the leads to the gage

4. Protected the Gage: created another stress relief loop in the main body of the three-

conductor wire, attached the main body of wire to the beam with electrical tape, cleaned

the gage area with rosin solvent, tested the soldered connections, and applied two

protective coats of polyurethane to the gage area

5. Testing: attached beam with two c-clamps to a classroom table in a cantilever formation

with the gage overhanging the table, attached the P-3500 Portable Strain Indicator, set the

gage factor, balanced the unloaded reading, applied 4.984 lb to the free end of the beam,

5.125 in away from the layout line and the gage, and used the P-3500 to measure the

strain

Page 7: e 59 Strain Gage Lab

7

Manually attached page here

Page 8: e 59 Strain Gage Lab

8

Results:___________________________________________________________

Experimental Strain Theoretical Strain Percent Error

1352µ in/in 1347µ in/in 0.37%

Discussion:_________________________________________________________ As the experimental results for strain was well within the allowed 2% error, no major

installation errors occurred. In addition, selecting a strain gage appropriate for this laboratory

also reduced potential error. For this lab, CEA-13-240UZ-120 student gages manufactured by

Vishay Micro-Measurements were used. This strain gage sufficiently met the selection criteria

necessary for this laboratory, namely, the gage needed to be low cost as it was being used to

practice installation skills, easy to install so novices could install it, and the gage had to work

with both the chemicals used in

cleaning and bonding as well as

conform to geometric limitations and

other details such as the setup having a

fairly low strain gradient. By

examining the components of the name

CEA-13-240UZ-120 (using Figure 5)

we can learn how each part of the gage

contributes to making the CEA-13-

240UZ-120 student gage the proper

gage selection for this laboratory.

As per Figure 5, the first step to gage selection involves picking a gage length. Our gage

length is .240 in, which is a relatively large value. Large size gages in general provide the

advantages of better heat dissipation, improved strain averaging for inhomogeneous materials,

and easier handling and installation. They however are not optimal for situations where a peak

strain value is needed and for installation in very small areas. For our lab, we were not concerned

with a peak strain value and were not working with a very small area so the larger gage was

chosen because of its relative ease of installation.

Figure 5: Strain Gage Selection Steps

Page 9: e 59 Strain Gage Lab

9

The second step to gage selection is choosing an appropriate gage pattern. The pattern

selected for our laboratory was a UZ pattern, which specifies a single rectangular gage, with a

specific aspect ratio and tab placement. The UZ pattern is sufficient for our simple installation

because we only needed a single gage and the aspect ratio and tab placement do not cause any

problems with our setup.

Step three dictates the choice of a gage series. For our laboratory CEA-Series Student

Gages were used. This series is the preferred choice for routine strain-measurement situations

that don’t require any extreme temperature or size considerations. CEA-Series gages are

polyimide-encapsulated A-alloy gages, which work with the chemicals used in this lab. In

addition, CEA-Series gages have large copper-coated tabs, which make soldering easier.

Step four was unnecessary for our simple installation and was skipped. Step five involves

selecting a resistance. This criterion is largely based on price and availability. The 120Ω

resistance for our gage is sufficient for our basic purposes. A larger resistance is usually

preferable, but not worth the extra money for our simple installation and test. Finally, step six

involves selecting a self-temperature compensation number. Our gage has a S-T-C Number of

13. This is approximately equal to the thermal expansion coefficient of the material on which the

gage will exhibit minimum thermal output. A value of 13 is sufficient for our lab because we are

not very concerned with temperature and thermal output. In all, the CEA-13-240UZ-120 strain

gage was a suitable gage for our installation for its ease of use, affordability, and compatibility

with our undemanding setup.

Conclusion:________________________________________________________ In conclusion, I was able to install a CEA-13-240UZ-120 student strain gage onto a 6061

Aluminum beam with only 0.37% error, well within the 2% limit. This success can be attributed

both to careful installation and testing as well as to proper strain gage selection.

Page 10: e 59 Strain Gage Lab

10

References:________________________________________________________ Beer, Ferdinand P., and E. Russell Johnston. Mechanics of Materials. New York: McGraw-Hill,

2008.

Siddiqui, Faruq. “Mechanics of Solids: Installing an Electric Resistance Strain Gage &

Measuring Strain with it.” Swarthmore College, 2008.

"Strain Gages - Vishay." Vishay - manufacturer of discrete semiconductors and passive

components. 6 Nov. 2008 <http://www.vishay.com/strain-gages/>.

View MM Videotech Library Vol. 1 CEA Gages/MBond 200

Vishay Measurements Group, Inc. “Bulletin 309D: Student Manual for Strain Gage

Technology,” 1992.