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Plastic design method for steel-concrete composite bridges allowing for local buckling
Luleå tekniska universitet.
1995 (English)In: Nordic Steel Construction Conference '95: proceedings : [new materials, new codes, new applications] : Malmö, Sweden, June 19-21, 1995, Stockholm: Stålbyggnadsinstitutet , 1995, 139-146 p.Conference paper (Refereed)
Abstract [en]

This paper focus on three different applications of concentrated forces applied to the flanges of steel girders. Concentrated forces applied at one flange, opposite concentrated forces applied at two flanges and concentrated forces applied at an unstiffened girder end. The first application is recognized as patch loading, the second and third are herein referred to as opposite patch loading and end patch loading, respectively. Results from 43 tests with the high strength steel Weldox 700 are presented, covering all three load applications, with the majority of the tests performed as end patch loading. The tests have been added to test results published elsewhere and used for development of a unified design procedure that is harmonized with those normally used for describing other buckling problems.

Place, publisher, year, edition, pages
Stockholm: Stålbyggnadsinstitutet , 1995. 139-146 p.
Publikation / Stålbyggnadsinstitutet - SBI, ISSN 0348-0577 ; 150
Research subject
Steel Structures
URN: urn:nbn:se:ltu:diva-38586Local ID: d06f3c50-b715-11dd-9c2e-000ea68e967bISBN: 91-7127-009-4 (print)OAI: diva2:1012086
Nordic Steel Construction Conference : 19/06/1995 - 21/06/1995
Godkänd; 1995; 20081120 (andbra)Available from: 2016-10-03 Created: 2016-10-03Bibliographically approved

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