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

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24Elleby, Wallace W. S<strong>and</strong>ers, F. Wayne Klaiber, <strong>and</strong> Douglas Reeves (1976) discusses thetesting that was performed on the eyebars from both <strong>of</strong> the bridges.The eyebars <strong>of</strong> the bridges were tested both cyclically <strong>and</strong> statically. Themajority <strong>of</strong> the testing concentrated on the fatigue testing <strong>of</strong> the wrought iron eyebars.Both fatigue <strong>and</strong> static type tests were performed on both undamaged <strong>and</strong> damagedeyebars. The damaged eyebars were actually undamaged eyebars that had beenpurposefully damaged in the laboratory <strong>and</strong> then repaired. Three types <strong>of</strong> repair weresimulated on the eyebars <strong>and</strong> investigated. The first type was repair <strong>of</strong> a fracture in theforging area near a turnbuckle. The second was a fracture at the neck <strong>of</strong> an eye that hadbeen welded together with splice bars. The third was a fracture in the eye where theentire eye was removed <strong>and</strong> a new eye was formed out <strong>of</strong> cold rolled bar stock.Of the fatigue tests performed, it was found that the repairs made to the eyes didnot significantly affect the fatigue life <strong>of</strong> the eye. Instead, the life <strong>of</strong> the eye connectionwas governed by the characteristics <strong>of</strong> the eye. For the static testing, the repairprocedures affected the resulting tensile strength <strong>of</strong> the eye. This is especially true whenadding a new eye with a welded splice plate connection. Failures in these tests weregoverned by the quality <strong>of</strong> the forges in the eye connection. From both the fatigue <strong>and</strong>static testing it can be concluded that the repair procedures used on the eyes areacceptable when repairing the eyebar members <strong>of</strong> a bridge.2.3.4 Norfolk <strong>and</strong> Western Railway Bridge, Wabash Railroad, 1888The Norfolk <strong>and</strong> Western Railway Bridge spans the Mississippi river betweenIllinois <strong>and</strong> Missouri <strong>and</strong> consists <strong>of</strong> seven truss spans <strong>and</strong> one continuous swing span fora total length <strong>of</strong> 1,580ft. The bridge consists <strong>of</strong> riveted built up compression members<strong>and</strong> tension eyebars. It has undergone many repairs during its service life. These repairsincluded shortening <strong>of</strong> the spans <strong>and</strong> tightening <strong>of</strong> the eyebars. To tighten the eyebars, a

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