Dowel Type Connections with Slotted-in Steel Plates

Martin Bo Uhre Pedersen, Christian Odin Clorius, Lars Damkilde, Preben Hoffmeyer, Lise Eskildsen

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review

    Abstract

    In the Eurocode the strength of dowel type connectors is determined according to the theory of plasticity. When the loading is in the grain direction the strength is well predicted by the plasticity theory. However, when the loading is in the transverse direction splitting may supervene plastic failure, as is shown in test series on smaller specimens with slotted-in steel plates. The scope of the present investigation is to trace the effect of eccentric transverse loading of full scale connections with slotted-in steel plates primarily loaded in the grain direction.
    Original languageEnglish
    Title of host publicationCIB - W18 Timber Structures Meeting 32
    Place of PublicationKarlsruhe
    PublisherUniversitet Karlsruhe
    Publication date1999
    Pages1-17
    Publication statusPublished - 1999
    EventCIB- W18 Timber Structures - Graz, Austria
    Duration: 1 Jan 1999 → …

    Conference

    ConferenceCIB- W18 Timber Structures
    CityGraz, Austria
    Period01/01/1999 → …

    Cite this

    Pedersen, M. B. U., Clorius, C. O., Damkilde, L., Hoffmeyer, P., & Eskildsen, L. (1999). Dowel Type Connections with Slotted-in Steel Plates. In CIB - W18 Timber Structures Meeting 32 (pp. 1-17). Universitet Karlsruhe.