A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Abstract An investigation of the behaviour of base connections, fabricated from cold-formed channels and hot-rolled angle cleats, is presented in this paper. This investigation is part of an extensive research to develop portal frames made out of single cold-formed steel channels. The use of bolted angle cleats allows for a simple connection to be developed, which can result in significant cost savings within the steel construction industry. Stiffer angle cleats are used to prevent premature failing of the base connections. The base connections are subjected to four loading configurations and these are dependent on the eccentricity of the load. In base connections where cold-formed angle cleats were used, failure of the bases was largely caused by premature deformation of the angle cleats. Base connections with hot-rolled angle cleats were so stiff that failure occurred in the column channels instead of the angle cleats. A significant amount of bearing distortion was observed in the heavily loaded flange. A simple formula is suggested to design these bases.
Highlights ► Angle-cleat bases can be a viable alternative to welded base connections. ► Premature deformation occurred where cold-formed angle cleats were used. ► Hot-rolled base connections failed by local buckling of the channels. ► Other failure modes are distortional buckling of the channels and bolt bearing. ► A method for designing the column bases is suggested.
Abstract An investigation of the behaviour of base connections, fabricated from cold-formed channels and hot-rolled angle cleats, is presented in this paper. This investigation is part of an extensive research to develop portal frames made out of single cold-formed steel channels. The use of bolted angle cleats allows for a simple connection to be developed, which can result in significant cost savings within the steel construction industry. Stiffer angle cleats are used to prevent premature failing of the base connections. The base connections are subjected to four loading configurations and these are dependent on the eccentricity of the load. In base connections where cold-formed angle cleats were used, failure of the bases was largely caused by premature deformation of the angle cleats. Base connections with hot-rolled angle cleats were so stiff that failure occurred in the column channels instead of the angle cleats. A significant amount of bearing distortion was observed in the heavily loaded flange. A simple formula is suggested to design these bases.
Highlights ► Angle-cleat bases can be a viable alternative to welded base connections. ► Premature deformation occurred where cold-formed angle cleats were used. ► Hot-rolled base connections failed by local buckling of the channels. ► Other failure modes are distortional buckling of the channels and bolt bearing. ► A method for designing the column bases is suggested.
Base connections of single cold-formed steel portal frames
Dundu, M. (author)
Journal of Constructional Steel Research ; 78 ; 38-44
2012-06-07
7 pages
Article (Journal)
Electronic Resource
English
Base connections of single cold-formed steel portal frames
| Online Contents | 2012
Experiments of Cold-Formed Steel Connections and Portal Frames
| British Library Online Contents | 2006
Experiments of Cold-Formed Steel Connections and Portal Frames
| Online Contents | 2006
Internal eaves connections of double-bay cold-formed steel portal frames
| Elsevier | 2017
The Structural Behavior of Connections of Cold-Formed Steel Portal Frames
| British Library Conference Proceedings | 2004