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- W307218376 abstract "The fatigue strength parameters of welded joints under cyclic dynamic loading include loading pattern, surface condition of bead, and welding flaws. The discussion of the general fatigue behaviour of welded joints has also shown that their fatigue strengths were dominated by geometric factors. In this study, we tried to confirm the fatigue strength of steel damaged bridge components by fatigue test of the specimens. We measured the variation of the strains and elongations of specimens under the cyclic static loading. According to the result of this test, the damaged area did not greatly affect fatigue life, but the area damaged by gouging induced geometric factor of stress concentrations. Therefore initial crack growth was found in the damaged area. It is considered that the current fatigue criteria underestimates the fatigue life of the memebers with damged area modified by gouging. We have confirmed them both gouged specimens and no gouging specimens have satisfied AASHTO fatigue category C and JSSC E." @default.
- W307218376 created "2016-06-24" @default.
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- W307218376 date "1998-01-01" @default.
- W307218376 modified "2023-09-26" @default.
- W307218376 title "The Fatigue Life of Transverse Stiffener with Damaged Bead Section" @default.
- W307218376 hasPublicationYear "1998" @default.
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