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Box-column to I-beam connections with external stiffeners
AbstractThis paper presents the results of the analyses, using the finite element method, to study the behaviour of externally stiffened box-column to I-beam connections. Joints with different types of stiffener, viz. triangular plate stiffeners, angle stiffeners and T-stiffeners have been studied. Redistribution of stresses and improvement of stiffness (moment-rotation characteristics) are the two important factors considered in the study, and the results indicate that T-stiffeners are the most efficient form in these respects. Connections of different configurations have also been studied.
Box-column to I-beam connections with external stiffeners
AbstractThis paper presents the results of the analyses, using the finite element method, to study the behaviour of externally stiffened box-column to I-beam connections. Joints with different types of stiffener, viz. triangular plate stiffeners, angle stiffeners and T-stiffeners have been studied. Redistribution of stresses and improvement of stiffness (moment-rotation characteristics) are the two important factors considered in the study, and the results indicate that T-stiffeners are the most efficient form in these respects. Connections of different configurations have also been studied.
Box-column to I-beam connections with external stiffeners
Ting, L.C. (author) / Shanmugam, N.E. (author) / Lee, S.L. (author)
Journal of Constructional Steel Research ; 18 ; 209-226
1991-01-22
18 pages
Article (Journal)
Electronic Resource
English
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