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- W2246044968 abstract "The behavior of fatigue crack growth and fatigue strength of welded lap splice wrought-iron hangers in a railroad bridge was studied. The original wrought-iron hangers were lap spliced with steel plates for the purpose of tightening the members. Field inspection revealed cracks in the welded lap splices. Examination of simulated test joints and cracked hanger splices in the laboratory indicated that fatigue cracks would develop from weld deposits at the cut of the wrought-iron bar, propagate into the steel splice plate, and cause failure. Fatigue cracks could also propagate into the wrought-iron bars but would be arrested by the slag (iron silicate) stringers. Breaking of the wrought-iron bar only occurred when the applied stress was quite high in comparison with the yield point. Measured live-load stresses in the actual bridge member were relatively low. Evaluation of traffic and load records indicates that the effective live-load stresses would be well below the fatigue strengths of these spliced joints. No imminent problem of fatigue failure is expected in the hangers. (Author)" @default.
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- W2246044968 date "1984-01-01" @default.
- W2246044968 modified "2023-09-27" @default.
- W2246044968 title "FATIGUE BEHAVIOR OF WELDED WROUGHT-IRON BRIDGE HANGERS" @default.
- W2246044968 hasPublicationYear "1984" @default.
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