Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6751707 | Journal of Constructional Steel Research | 2016 | 10 Pages |
Abstract
Cold-formed steel trusses are a popular form of construction for light-weight buildings, particularly portal frame structures for which spans up to 25Â 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.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Chris Mathieson, G. Charles Clifton, James B.P. Lim,