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|Title:||Static behaviour of I-beam to box-column connections with external stiffeners||Authors:||Shanmugam, N.E.
|Issue Date:||3-Aug-1993||Citation:||Shanmugam, N.E.,Ting, L.C.,Lee, S.I. (1993-08-03). Static behaviour of I-beam to box-column connections with external stiffeners. Structural engineer London 71 (15) : 269-275. ScholarBank@NUS Repository.||Abstract:||This paper is concerned with experimental investigations carried out to study the ultimate load behaviour of I-beam to box-column connections stiffened externally. Eight specimens were tested to failure under monotonically increasing load. Different types of stiffener (i.e., external T-stiffeners and angle stiffeners and internal continuity plate stiffeners) were considered in the studies. The connections in all cases were made by butt welding. Ultimate loadcarrying capacity and load-deflection characteristics of these specimens obtained experimentally are compared with the corresponding results obtained by using a non-linear finite element model. Comparisons are also made between the results for different types of stiffener. Different modes of failure for these specimens were observed. T-stiffeners are found to be the most efficient form.||Source Title:||Structural engineer London||URI:||http://scholarbank.nus.edu.sg/handle/10635/66200||ISSN:||00392553|
|Appears in Collections:||Staff Publications|
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