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- W2033015996 abstract "<p>In looking for ways of improving the fatigue performance of tubular bridge structures, the use of residual stress based post-weld treatment methods, such as needle peening, has been suggested. To study this possibility, a number of large-scale fatigue tests were performed on untreated and treated tubular bridge joints. Following these tests, a probabilistic fracture mechanics-based treatment model was developed and used to perform a number of studies. In examining the results of these studies, the mean applied stress level was seen to strongly influence the treatment benefit at the various potential crack sites in a typical tubular bridge structure. Based on this observation, the possibility of post-weld treatment in the field (i.e. after the dead load stresses are introduced) is examined herein, and seen to result in a significant increase in the treatment benefit.</p>" @default.
- W2033015996 created "2016-06-24" @default.
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- W2033015996 date "2007-01-01" @default.
- W2033015996 modified "2023-09-23" @default.
- W2033015996 title "Benefits of Post-Weld Treatment to Improve Tubular Bridge Fatigue Performance" @default.
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- W2033015996 doi "https://doi.org/10.2749/222137807796120201" @default.
- W2033015996 hasPublicationYear "2007" @default.
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