Vis enkel innførsel

dc.contributor.authorAalberg, Arne
dc.contributor.authorUhre, Arne Martin
dc.contributor.authorLarsen, Per Kristian
dc.date.accessioned2015-11-24T20:50:06Z
dc.date.accessioned2016-01-13T09:54:28Z
dc.date.available2015-11-24T20:50:06Z
dc.date.available2016-01-13T09:54:28Z
dc.date.issued2015
dc.identifier.citationHeinisuo, Markku; Mäkinen, Jari [Eds.] Proceedings of The 13th Nordic Steel Construction Conference (NSCC-2015). Invited keynotes and extended abstracts, Tampere University of Technology, 2015nb_NO
dc.identifier.isbn978-952-15-3578-9
dc.identifier.urihttp://hdl.handle.net/11250/2373570
dc.description.abstractAn extended end plate connection for rectangular hollow sections subjected to bending moment is examined. The end plate extends on two sides of the RHS and has one bolt on each side. The connection is commonly considered as ideally pinned for end-rotation about the weak axis of the connection, i.e., about the axis through the two bolts, while it is partial-rigid about the other main axis. The objectives of the present study are to obtain data for both the initial bending stiffness and the capacity of the end plate connection for moment about each of the axes, and to compare with predictions of the component method of EN 1993-1-8. Classical yield line analysis is used to develop the expressions for the moment resistances. The test results are used for a discussion of the stiffness boundaries for joint classification for this particular connection.nb_NO
dc.language.isoengnb_NO
dc.publisherTampere University of Technologynb_NO
dc.titleEnd plate connection for rectangular hollow section in bendingnb_NO
dc.typeConference objectnb_NO
dc.date.updated2015-11-24T20:50:06Z
dc.identifier.cristin1292939


Tilhørende fil(er)

Thumbnail

Denne innførselen finnes i følgende samling(er)

Vis enkel innførsel