An Analytical Design Approach for Outstand Steel Plates in Compression

نویسندگان

چکیده

Abstract Current design approaches to determine the capacity of plates in local buckling are based on empirical equations, particular widely used Winter equation. In contrast, this research presents a novel analytical approach, focusing outstand steel plates. The derivation method is rooted Föppl‐von Karman which first simplified by making number basic mechanical assumptions about post‐buckling stress field. An approximate solution emerging differential equation obtained, assumes polynomial displacement profile transverse direction plate. This agrees eminently well with results finite element simulations, both for case geometrically perfect plate and containing an initial imperfection. By combining obtained failure criterion von Karman's effective width concept, closed‐form strength compressed derived, seen be sole function slenderness dimensionless imperfection factor. closely available experimental data.

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ژورنال

عنوان ژورنال: ce/papers

سال: 2023

ISSN: ['2509-7075']

DOI: https://doi.org/10.1002/cepa.2535