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A total of 102 single shear screwed connection specimens were tested at elevated temperatures.
Built-up girder screw connection variation flexural tests, Internal Report, Dietrich Design Group, 2002].
A 3D Finite Element (FE) model for a single-lap shear screwed connection is developed using ABAQUS software.
A total of 54 single shear screwed connection specimens were tested at three different load levels using transient state test method.
Besides, no design rules are available in EN 1993-1-2 for descrewed sconnectionsectinns in fire.
Cold-formed steel-to-steel screwed connections serve as the primary connectors in cold-formed steel framings.
In this study, screwed connections were experimentally evaluated, checking the plausibility of Eurocode 5 for two selected wood species, Iroko (Milícia excelsa) and Maritime pine (Pinus pinaster).
Additionally, the experimental data are used to check the extents of validity of existing analytical approaches (mainly developed for softwoods) to screw connections comprising hardwood elements.
This paper deals with a series of lap shear tests which have been carried out on various configurations of bolted and screwed connections.
This paper presents details on single-shear experiments of cold-formed steel-to-steel screwed connections at ambient and elevated temperatures.
It is shown that the strengths of the single shear screwed connections predicted by the current specifications are generally conservative at elevated temperatures.
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