In: Civil Engineering
The cross-section dimensions of the 6061-T6 aluminum bar are 0.512 in x 0.248 in.
Attach the lead wires of the gages to the strain indicator as a quarter bridge circuit. (Note: the black and white lead wires are the common leads.)
Enter the gage factor (GF=2.11) into the strain indicator.
Record the specimen number (1, 2, or 3).
Balance the strain indicator and note the zero readings. Load the specimen according to the table below and record the strain values in the table below.
IMPORTANT: DO NOT EXCEED A MAXIMUM PRESURE OF 2500 lbs.
Specimen |
Axial Gage |
Transverse Gage |
||
0 |
0 |
0 |
||
500 |
406 |
-133 |
||
1000 |
815 |
-267 |
||
1500 |
1216 |
-396 |
||
2000 |
1656 |
-538 |
||
2500 |
2040 |
-661 |
||
0 |
42 |
-22 |
IMPORTANT: DO NOT EXCEED AXIAL FORCE OF 2500 lbs.
For each strain gage, construct a graph with load on the y-axis and net gage readings on the x -axis. Indicate if the gage readings are linear with force.
At each load level:
Determine the average value of Poisson’s ratio and the modulus of elasticity. For 6061-T6, find accepted values of Poisson’s ratio, modulus of elasticity, and the yield stress.
Poisson’s ratio from Experiment |
Axial Stress from Force/Area |
Modulus of Elasticity from Experiment |
Material Properties (List Source for Accepted Values) |
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Pounds |
avg= |
avg= |
|||
0 |
E= |
||||
500 |
ν= |
||||
1000 |
Yield Stress= |
||||
1500 |
|||||
2000 |
|||||
2500 |
|||||
0 |