Stability of brackets and stiffeners in steel structures

Bjarke Laustsen, M. P. Nielsen, Thomas Hansen, Jesper Gath

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

A special class of steel plates, called bracket plates, is commonly used for brackets and stiffeners. Designing these structural elements has proved to be a complex problem involving many parameters and different types of behaviour. The methods used for design are often conservative and simplified because the subject has received little attention. This paper attempts to shed light on the problem and develop a new and improved design method for triangular bracket plates, derived on the basis of a consistent theory. The new design method proposed is based on the theory of plasticity, practically the yield line theory. Using the new method to solve the buckling problem for bracket plates leads to a method that, compared with existing test results, supplies very good results.
Original languageEnglish
JournalSteel Construction
Volume5
Issue number3
Pages (from-to)138-144
ISSN0049-2205
DOIs
Publication statusPublished - 2012
Externally publishedYes

Cite this

Laustsen, B., Nielsen, M. P., Hansen, T., & Gath, J. (2012). Stability of brackets and stiffeners in steel structures. Steel Construction, 5(3), 138-144. https://doi.org/10.1002/stco.201210017