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The Behavior of Thin-Web Plate Girders under Repeated Loading
Thin-web plate girders behave in a different manner than beams when subjected to repeated loading. Repeated lateral web movements cause fatigue cracks along web boundaries. The pattern of web deflections under load, the occurrence of cracks and their locations, and the estimate of stresses in girders are all described on the basis of experimental and analytical results. The possibility of using slender-web girders for highway bridges is discussed. (Author)
The Behavior of Thin-Web Plate Girders under Repeated Loading
Thin-web plate girders behave in a different manner than beams when subjected to repeated loading. Repeated lateral web movements cause fatigue cracks along web boundaries. The pattern of web deflections under load, the occurrence of cracks and their locations, and the estimate of stresses in girders are all described on the basis of experimental and analytical results. The possibility of using slender-web girders for highway bridges is discussed. (Author)
The Behavior of Thin-Web Plate Girders under Repeated Loading
B. T. Yen (Autor:in) / J. A. Mueller (Autor:in)
1966
25 pages
Report
Keine Angabe
Englisch
Behavior of Strengthened Composite Prestressed Concrete Girders under Static and Repeated Loading
DOAJ | 2017
|Failure of girders under repeated stresses
Engineering Index Backfile | 1938
|Failure of girders under repeated stresses
Engineering Index Backfile | 1937
|Failure of girders under repeated stresses
Engineering Index Backfile | 1937
|Failure of girders under repeated stresses
Engineering Index Backfile | 1938
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