Local flange buckling in plate girders with corrugated webs
UNSPECIFIED. (1997) Local flange buckling in plate girders with corrugated webs. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 122 (2). pp. 148-156. ISSN 0965-0911Full text not available from this repository.
Where a vertically corrugated web is used for a steel or composite plate girder, the maximum outstand of a compression flange is greater than for a plane web, The effect of this on local flange buckling, and the flexural behaviour of plate girders of this type, have been studied numerically and in laboratory tests, A criterion for classifying compressed ranges has been found, Depending on the shape of the corrugations, the slenderness should be based on the mean or the maximum outstand. The contribution of the web to flexural behaviour was found in the finite-element analyses to be small, and in the tests to be negligible.
|Item Type:||Journal Article|
|Subjects:||T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
|Journal or Publication Title:||PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS|
|Publisher:||THOMAS TELFORD SERVICES LTD|
|Official Date:||May 1997|
|Number of Pages:||9|
|Page Range:||pp. 148-156|
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