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Fatigue Strength of Girders with Tapered Cover Plates
The main objective of the research was to investigate the fatigue strength of steel bridge beam members that contain welded partial-length, tapered cover plates which have been repaired. It is well known that welded cover plate details have a low fatigue resistance and are susceptible to the development of fatigue cracks at the toe of the end welds. The performance of three repair methods was evaluated experimentally: a friction type bolted splice plate connection, air-hammer peening, and a hybrid of the previous two called a partial bolted splice connection.
Fatigue Strength of Girders with Tapered Cover Plates
The main objective of the research was to investigate the fatigue strength of steel bridge beam members that contain welded partial-length, tapered cover plates which have been repaired. It is well known that welded cover plate details have a low fatigue resistance and are susceptible to the development of fatigue cracks at the toe of the end welds. The performance of three repair methods was evaluated experimentally: a friction type bolted splice plate connection, air-hammer peening, and a hybrid of the previous two called a partial bolted splice connection.
Fatigue Strength of Girders with Tapered Cover Plates
A. F. Hassan (author) / M. D. Bowman (author)
1995
412 pages
Report
No indication
English
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