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- W1652922273 abstract "The fatigue performance of flange transition butt-welded splices has been evaluated. Analytical solutions for the stress gradient correction. F sub G, are generated using a finite element method. The 1 to 2-1/2 slope transition recommended by the AASHTO Specifications is compared with the 1 to 5 slope transition used in the bridge being investigated. The 1 to 5 slope increases the estimated fatigue by a factor of 2 and is recommended for future construction. The data generated under normal speed traffic in the field study of the bridge show the significance of the induced-vibration cycles superimposed to each major cycle due to a single truck. The dynamic vibrations have amplitudes of the same order of magnitude as the static stress range. Solutions for the fatigue life of surface, corner, and interior cracks are presented in tabular form. These solutions can be applied to any desired stress range and initial flaw size. The results of the analytical fracture mechanics study and the field study of the bridge indicate that quite large initial flaw sizes would be required to produce a fatigue failure in the butt welds of the bridge. Such large initial flaws would be unlikely in the welds due to the radiographic inspection required in fabrication. Therefore, no fatigue cracking is likely to occur at the flange butt welds used in the bridge. (FHWA)" @default.
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- W1652922273 date "1982-08-01" @default.
- W1652922273 modified "2023-09-26" @default.
- W1652922273 title "EVALUATION OF THE FATIGUE PERFORMANCE OF BUTT-WELDED SPLICES" @default.
- W1652922273 hasPublicationYear "1982" @default.
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