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

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19The committee completed more than two thous<strong>and</strong> tests on wrought iron barmaterial from nineteen different manufacturers in the United States. Half <strong>of</strong> these testswere st<strong>and</strong>ard tensile tests where the bar specimens were pulled monolithically <strong>and</strong>resulted in a determination <strong>of</strong> the tensile strength <strong>and</strong> percent elongation <strong>of</strong> the material.The data from these tests was recorded <strong>and</strong> analyzed. The average ultimate tensile stress,based on 959 testing specimens, was 53700 psi with a st<strong>and</strong>ard deviation <strong>of</strong> 2680 psi,which was 5% <strong>of</strong> the average. This shows that there was little variation in the ultimatetensile stress. Figure 2.10 is a plot showing the tensile stresses found from this testing.Besides determining the tensile stress <strong>of</strong> the wrought iron bars, the yield stresswas also determined, but not accurately, through the use <strong>of</strong> the “first stretch” method. Inthis method, the yield stress, or elastic limit is determined when the amount <strong>of</strong> weightapplied to the specimen produced the first perceptible change <strong>of</strong> form divided by thecross sectional area <strong>of</strong> the bar. Since the values for determining the yield stress are socoarse it can be presumed that they are not very accurate <strong>and</strong> most likely higher then theactual yield stress <strong>of</strong> the wrought iron bars tested. The average yield stress, or elasticlimit, <strong>of</strong> the bars found from testing was 33,300 psi with a st<strong>and</strong>ard deviation <strong>of</strong> 2,990psi, which was 9% <strong>of</strong> the average. This shows that there was little variation in the yieldstress values determined. Figure 2.11 is a plot showing the yield stresses found from thistesting.Percent elongation was also observed by Beardslee <strong>and</strong> his committee formajority <strong>of</strong> the wrought iron bars. The method in acquiring the percent elongationconsisted <strong>of</strong> measuring the length <strong>of</strong> each specimen before <strong>and</strong> after testing <strong>and</strong> thendetermining the amount that the specimen had stretched. This amount was then dividedby the original length <strong>and</strong> the percent elongation was determined. The average percentelongation from the testing completed by the committee was 19.12% with a st<strong>and</strong>arddeviation <strong>of</strong> 12.19%, which was 32% <strong>of</strong> the average. This shows that there was

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