In this lab, you will discover about damage gages and the Wheatstone connection circuit. You will glimpse how they can be
used for damage and force measurement. You will change a living program to assess the dynamic characteristics of a second-order system.
Teaching Objectives
* Gain functional know-how with opposition strain-measurement techniques.
* Learn about the Wheatstone connection and how it is utilised in strain measurement.
* Use a beam instrumented with damage gages as a force measurement device.
* Use damage gages to assess the natural frequency and damping in a beam.
* Design a force transducer for assessing push from a model rocket motor.
Preparatory Reading:
Procedure
Part 1: Strain Gages and the Wheatstone Bridge
The steel foil damage gages utilised in this lab
are resistors with a nominal (unstrained) opposition of 120 ohms. As they are put in stress, their opposition increases; as they are compressed, their opposition decreases. The Wheatstone connection presents a way to alter these alterations in opposition to alterations in voltage, which are so straightforward to work with. These voltages can be trained, conveyed, or retained digitally.
Figure 1 displays a Wheatstone bridge configuration.
* Four resistors are attached in an end-to-end fashion.
* The input or excitation voltage is attached to the bridge between peak and base nodes of the circuit.
* The yield is the distinction between the voltages at the left
node and the voltage at the right node.
* An excitation voltage is needed to alter the change in
resistance (in the legs of the bridge) to a change in voltage at the yield of the bridge.
Figure 2: equation (1) Figure 2 (Graphic2.png)
When construction a Wheatstone connection with damage gages, all four resistors have the identical nominal value. Bridges can be constructed in the next configurations:
* Quarter Bridge-One damage gage and three fix resistors
* Half Bridge- Two damage gages and two repaired resistors
Figure 3 shows a quarter connection configurations. The quarter connection has one hardworking leg, i.e., one leg with an altering resistance. From formula (1) overhead we can draw from a sign for the yield voltage as a function of the opposition change ?R:
Figure 4: equation (2) Figure 4 (Graphic4.png)
Half and Full Bridges
Figure 5 and Figure 6 display half-bridge and full-bridge configurations respectively.
* Half bridge: two hardworking legs, one in stress and one in
compression. These legs are adjacent legs in the bridge.
* Full bridge: four hardworking legs, two in stress and two in
compression. The gages in stress are on converse legs of the bridge. Using formula 1 and Figure 1 as a guide, derive signs for the yield voltage of the half-bridge and full-bridge circuits.
A half connection could be made with two gages in stress on converse legs. When would this be useful? What would be the major difficulty with managing this?
Part 2: Calibration of the Strain-gagged Cantilever Beam
Your TA will supply an aluminium beam instrumented with damage ...