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Evaluation and Repair of Wrought Iron and - Purdue e-Pubs ...

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5310 in Figure 3.21. Two Measurements Group CEA-06-125UN-350 type strain gageswere also placed on the side (thickness) <strong>of</strong> the eyebar connection – Gages 7 <strong>and</strong> 8 inFigure 3.21. Figure 3.22 shows one <strong>of</strong> the eyebar connections after the strain gages wereattached.A fixture was manufactured to load the eyebar connection test sample. Thisfixture consisted <strong>of</strong> three thick steel plates that were bolted together. The dimensions <strong>of</strong>the plates were determined so that yielding would not occur in the plates prior to failureoccurring in the eyebar connection. The middle plate was inserted into the MTS machinewhile the other two plates extended down to the eye connection detail. These two plateshad holes that were 2 ¼ inch in diameter, similar to the eye connection detail.A large pin, 2 3 / 16 inch diameter steel rod, was inserted through all three holes <strong>and</strong>the eyebar connection was therefore connected to the test fixture. The shank <strong>of</strong> the eyeconnection was then placed in the second lower grip <strong>of</strong> the MTS testing machine. Figure3.23 is a photograph <strong>of</strong> the test fixture <strong>and</strong> eyebar connection in place in the MTS testingmachine. After the eyebar connection was placed into the MTS testing machine a twoinch extensometer was attached to the shank <strong>of</strong> the eyebar above the lower grips <strong>of</strong> theMTS testing machine with some very tight elastic b<strong>and</strong>s. Then the strain gages, load cell,stroke crosshead, <strong>and</strong> extensometer were attached to the data acquisition scanner forrecording.Similar to the tensile coupon testing procedure, two tests were completed on theeye connection. In the initial test, the specimen was loaded only in the elastic region <strong>of</strong>the stress strain curve with the load applied at a fixed rate <strong>of</strong> five thous<strong>and</strong> pounds perminute. The readings from the strain gages, extensometer, load cell <strong>and</strong> stroke werecontinuously recorded during this test. The sample was only stressed until a stress <strong>of</strong> 12ksi or less was reached in the shank <strong>of</strong> the specimen. Again, the low stress limit used forthis test was to ensure that the specimen was never taken out the elastic region forwrought iron <strong>and</strong> permanent deformations were never created.

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