Stability of stiffened cold-formed steel i-sections by the bubble finite strip method

H. R. Naderian, M. Azhari, H. R. Ronagh

    Research output: Chapter in Book / Conference PaperConference Paperpeer-review

    Abstract

    ![CDATA[This paper proposes a semi analytical complex finite strip method using bubble functions to study the local, distortional and global buckling of stiffened as well as unstiffened cold formed steel I-sections under compression and bending loading conditions. The method is programmed and used to investigate the elastic buckling of mono and doubly symmetric I-sections containing longitudinal flange stiffeners. The effect of longitudinal flange stiffeners on the stability of cold-formed I-section members is surveyed. Furthermore, a comparison between stiffened and unstiffened cold-formed I-sections is made for different buckling modes. The accuracy of bubble finite strip method in predicting the buckling stresses of monosymmetric cold-formed I-section beams in comparison with Generalized Beam Theory (GBT method) will be established. Case studies are performed for different geometric properties of the sections and the stiffeners on the buckling strength of cold-formed steel I-sections.]]
    Original languageEnglish
    Title of host publicationProceedings of the Tenth International Conference on Computational Structures Technology, Valencia, Spain, 14-17 September 2010
    PublisherCivil-Comp Press
    Number of pages14
    ISBN (Print)9781905088386
    DOIs
    Publication statusPublished - 2010
    EventInternational Conference on Computational Structures Technology -
    Duration: 14 Sept 2010 → …

    Publication series

    Name
    ISSN (Print)1759-3433

    Conference

    ConferenceInternational Conference on Computational Structures Technology
    Period14/09/10 → …

    Keywords

    • buckling (mechanics)
    • finite strip method
    • steel structures

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