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

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834.4.2 Overall Results from Tensile TestingA total <strong>of</strong> thirty-five tensile coupon tests were completed for this study. Of thethirty five tensile testing coupons, four had been heat straightened, five had been welded,<strong>and</strong> one had been mechanically straightened. Initially, all the specimens were comparedwithout differentiating between specimens that had been treated. In each tension coupontest the modulus <strong>of</strong> elasticity, yield strength, ultimate tensile strength, percent elongation,<strong>and</strong> strain hardening coefficient <strong>and</strong> exponent were determined. Tables 4.2 <strong>and</strong> 4.3 showthe results from the tensile coupon tests for the eyebar <strong>and</strong> round specimens.The first result determined from testing was the modulus <strong>of</strong> elasticity. Thismodulus is the slope <strong>of</strong> the elastic region <strong>of</strong> the stress strain curve for wrought iron. Theslope was found using linear regression methods, as performed with common spreadsheets<strong>of</strong>tware, with the data found from the initial test <strong>of</strong> the tension coupons, as discussed inChapter 3.Figure 4.7 is a plot <strong>of</strong> the resulting modulus <strong>of</strong> elasticity from each tensile testingcoupon. In this plot, the results from the rectangular (eyebar) tensile coupons werecompared to the results from the round tensile coupons. The values for the modulus <strong>of</strong>elasticity for all the tensile tests had very little variation between the square <strong>and</strong> roundtensile coupons. The average modulus <strong>of</strong> elasticity found from testing was 27,870,000psi with a st<strong>and</strong>ard deviation <strong>of</strong> 590,000 psi, which is only 2% <strong>of</strong> the average value.The second result determined from testing was the yield strength, which is thestress at which permanent deformations start to occur in the specimen. The yield strengthwas determined by <strong>of</strong>fsetting a line, with the same slope as the Modulus <strong>of</strong> Elasticity, at astrain <strong>of</strong> 0.002 <strong>and</strong> determining where this line intersects the stress-strain curve. Figure4.8 is a plot showing the resulting yield strengths determined from testing for both therectangular <strong>and</strong> round tensile coupons. As seen in the plot, the yield strength values allfall between 25,000 psi <strong>and</strong> 35,000 psi, with little variation. The average <strong>of</strong> all the yield

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