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

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

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82value may not be very accurate but could lead to an approximate estimate <strong>of</strong> the tensilestrength.4.4 Tensile Coupon Test Results4.4.1 Resulting Fracture SurfacesAll <strong>of</strong> the fractures <strong>of</strong> the historic wrought iron tensile coupon testing weresomewhat brittle in nature. The fractured surfaces were very jagged <strong>and</strong> uneven. Thesefractured surfaces, as seen in Figure 4.4, clearly show the “grain-like” characteristic <strong>of</strong>the wrought iron. The long deposits <strong>of</strong> iron silicate, known as slag, separated the ironinto fibers that appear to have torn during testing.Before any <strong>of</strong> the specimens were about to fail during testing, there was no visiblenecking or any typical pre-failure behavior that is typically found in structural steel.Figure 4.5 shows a typical ductile steel failure for a sample <strong>of</strong> steel tested with the sameprocedures as the wrought iron. As the photograph demonstrates, the steel failureconsisted <strong>of</strong> a considerable amount <strong>of</strong> necking, followed by an inclined failure plane thatis typical <strong>of</strong> ductile failures.The failure <strong>of</strong> wrought iron was more brittle in nature than the aforementionedsteel. During tensile testing, a slow tearing or ripping <strong>of</strong> what could be called the grains<strong>of</strong> the wrought iron would start to occur <strong>and</strong> then the specimen would fail almostinstantaneously. In some cases, a crack would occur at the edge <strong>of</strong> the specimen in themiddle <strong>of</strong> testing <strong>and</strong> would remain until the specimen failed in a different area afterundergoing a considerable amount <strong>of</strong> strain. Figure 4.6 shows a typical failure <strong>of</strong> awrought iron tensile test coupon immediately after it occurred.

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