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

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

10.07.2015 Views

86wrought iron bars were investigated, because this material was commonly used for bridgeconstruction.The tensile strengths from the testing and historical data can be seen in the plot inFigure 4.12. In the plot, the results from the tensile testing conducted for this study fallbelow the mean found for the historical data and mostly are near the lower standarddeviation of this data. All of the testing results except for one, were above the secondstandard deviation from the mean of the historical data. For a set of data, sixty-eightpercent of the data falls within one standard deviation of the mean and ninety-five percentfalls within the second standard deviation. This second standard deviation of 40,000 psicould be used as a conservative estimate of the tensile strength of historic wrought iron.The percent elongation values collected from historic data were also compared tothe percent elongation values found in this study. Figure 4.13 is a plot of these two datasets. In this plot, the data collected from the round test specimens taken from the AdamsMill Bridge were plotted separate from the rectangular eyebar test specimens taken fromthe Bell Ford Bridge. The percent elongations from the round specimens were generallygreater than the average percent elongation of the historical data. All of the percentelongations of the round samples, except one, were greater than one standard deviationless than then mean of the percent elongations for the historical data.The percent elongation results for the rectangular specimens were considerablylower than for the round specimens. Most of the rectangular specimen percent elongationresults were less than one standard deviation lower than the mean of the historical data,and a few were less than the second standard deviation. As previously mentioned, it isbelieved that these low percent elongations are the result of damage that these specimensendured during the collapse of the Bell Ford Bridge. Since many bridge members enduredamage and are repaired and reused, the second standard deviation could be used as apossible minimum value of percent elongation for historic wrought iron.

874.4.4 Results of the Heat Straightened SpecimensFour of the rectangular tensile testing specimens were heat straightened beforethey were tested. The procedure that was used to heat straighten these tensile couponspecimens was outlined in Chapter 3. These specimens were machined from the BellFord Bridge material and, therefore, were compared to the tensile specimens taken fromthe same bridge that were not heat straightened.When comparing the tensile strength and yield strength of the heat straightenedspecimens to the regular (not heat straightened) specimens, little difference in the valueswas observed. Figure 4.14, for example, illustrates the tensile strength values.Moreover, if the percent elongations of the heat straightened specimens is compared tothe regular specimens, there is again very little effect on the specimen ductility, as Figure4.15 demonstrates.4.4.5 Results of the Mechanically Straightened SpecimenOne of the tensile coupon specimens from the Bell Ford bridge was mechanicallystraightened. The procedure utilized in straightening this bar without heat was presentedin Chapter 3. The properties of the mechanically straighten bar were compared to theother non treated bars from the Bell Ford bridge. The tensile strength of the mechanicallystraightened bar was only 37,500 psi and the percent elongation was only 3.1%. Figure4.16 is a plot of the percent elongations from all the tensile coupons with the result fromthe mechanically straightened bar highlighted. As the plot indicates, the percentelongation for this specimen is considerably lower than any other specimen results.The lack of ductility and tensile strength in this specimen is directly related to theeffects induced from mechanically straightening the bar. When straightening the bar, thecold metal is forced past the yield stress until permanent deformations and residual

874.4.4 Results <strong>of</strong> the Heat Straightened SpecimensFour <strong>of</strong> the rectangular tensile testing specimens were heat straightened beforethey were tested. The procedure that was used to heat straighten these tensile couponspecimens was outlined in Chapter 3. These specimens were machined from the BellFord Bridge material <strong>and</strong>, therefore, were compared to the tensile specimens taken fromthe same bridge that were not heat straightened.When comparing the tensile strength <strong>and</strong> yield strength <strong>of</strong> the heat straightenedspecimens to the regular (not heat straightened) specimens, little difference in the valueswas observed. Figure 4.14, for example, illustrates the tensile strength values.Moreover, if the percent elongations <strong>of</strong> the heat straightened specimens is compared tothe regular specimens, there is again very little effect on the specimen ductility, as Figure4.15 demonstrates.4.4.5 Results <strong>of</strong> the Mechanically Straightened SpecimenOne <strong>of</strong> the tensile coupon specimens from the Bell Ford bridge was mechanicallystraightened. The procedure utilized in straightening this bar without heat was presentedin Chapter 3. The properties <strong>of</strong> the mechanically straighten bar were compared to theother non treated bars from the Bell Ford bridge. The tensile strength <strong>of</strong> the mechanicallystraightened bar was only 37,500 psi <strong>and</strong> the percent elongation was only 3.1%. Figure4.16 is a plot <strong>of</strong> the percent elongations from all the tensile coupons with the result fromthe mechanically straightened bar highlighted. As the plot indicates, the percentelongation for this specimen is considerably lower than any other specimen results.The lack <strong>of</strong> ductility <strong>and</strong> tensile strength in this specimen is directly related to theeffects induced from mechanically straightening the bar. When straightening the bar, thecold metal is forced past the yield stress until permanent deformations <strong>and</strong> residual

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