Collapse of Plate Girders under Edge Loading

by Terence M. Roberts, Lect.; Dept. of Civ. Engrg., University College, Newport Road, Cardiff, CF2 1TA, Wales,
Chooi K. Chong, Grad. Student; Dept. of Civ. Engrg., University College, Newport Road, Cardiff, CF2 1TA, Wales,


Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 8, Pg. 1503-1509


Document Type: Journal Paper

Discussion: Hussein Raafat (See full record)
Closure: (See full record)

Abstract:

A simple analysis is presented for predicting the ultimate load carrying capacity of slender plate girder webs subjected to edge loading, uniformly distributed between vertical web stiffeners, and combined bending. The analysis is based on an assumed failure mechanism which considers the formation of plastic hinges in the flange and yield lines in the web. An alternative mechanism solution is also considered for situations in which failure may be initiated by direct yielding of the web. The analysis is compared with a limited number of existing test results and is found to give satisfactory agreement.



Subject Headings: Plate girders | Failure loads | Structural failures | Webs (structure) | Failure analysis | Load bearing capacity | Load factors | Vertical loads | Ultimate loads | Load distribution

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