Article ID Journal Published Year Pages File Type
6751707 Journal of Constructional Steel Research 2016 10 Pages PDF
Abstract
Cold-formed steel trusses are a popular form of construction for light-weight buildings, particularly portal frame structures for which spans up to 25 m are increasingly common. A novel pin-jointed truss connector named the Howick Rivet Connector (HRC) has been tested, firstly in a T-joint arrangement, then in a truss assemblage to determine its reliable strength and stiffness. Results show that the HRC performs similarly to a bolted connection in heavy steel in terms of failure modes observed, loads reached and proportionality limit. Finite element models of both T-joints and trusses tested show good agreement with experimental results, particularly in the transition from elastic to inelastic behaviour.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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