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

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51Depending upon the desired temperature different liquid <strong>and</strong> ice combinations were used.To achieve a constant temperature <strong>of</strong> forty degrees Fahrenheit, for example, acombination <strong>of</strong> ice <strong>and</strong> water was used. To achieve constant temperatures <strong>of</strong> ten degreesFahrenheit or below, a combination <strong>of</strong> dry ice, water <strong>and</strong> alcohol was used.Once the liquid cooling bath used for cooling the Charpy V-notch specimensreached the desired temperature, the specimens remained suspended in the bath for aminimum <strong>of</strong> five minutes. Then they where transferred to the anvil <strong>of</strong> the impact testingmachine <strong>and</strong> the weighted lever arm <strong>and</strong> was released <strong>and</strong> the specimen broken. As perASTM E23, this step was to be completed in 5 seconds or less to ensure the temperature<strong>of</strong> the sample did not increase notably. A dial on the impact testing machine read theimpact energy needed to break the specimen.The data acquired from performing this test consisted <strong>of</strong> the temperature <strong>of</strong> thespecimen <strong>and</strong> the correlating impact energy. Also, the characteristics <strong>of</strong> the fractureplane on the Charpy V-notch samples were noted.3.5 Eyebar Connection TestingThe eyebars that were received from the Bell Ford Bridge were composed <strong>of</strong> amiddle or “shank” section <strong>and</strong> one or two end connections – see Figure 3.2 <strong>and</strong> Figure3.3. These end connections consist <strong>of</strong> one large hole in a wider <strong>and</strong> thicker cross section,where the eyebar would be attached to the bridge using a large pin. The diameter <strong>of</strong> theholes in these connections were 2 ¼ inch. The material around the hole was wider thanthe shank to decrease the possibility <strong>of</strong> failure in the connection <strong>and</strong> not the shank. Tomore fully underst<strong>and</strong> the behavior <strong>of</strong> these connections a finite element analysis <strong>and</strong>experimental evaluation <strong>of</strong> the eyebar connection was completed.

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