Experimental investigations at ambient temperature into the behaviour of bolted moment-connections between cold-formed steel members have previously been described. Full-scale joint tests have demonstrated that the channel-sections being connected are susceptible to premature failure, the result of web buckling caused by the concentration of load transfer from the bolts. The results of non-linear elasto-plastic finite element analyses have been shown to have good agreement. No consideration, however, has been given to the behaviour of such connections at elevated temperatures. This paper describes non-linear elastoplastic finite element parametric studies into the effects of elevated temperatures on bolted moment-connections between cold-fo...
The response of steel-framed structures to applied loading depends to a large degree on the behavio...
Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is...
An investigation is conducted into the behaviour of bolted endplate connections between high-strengt...
Experimental investigations at ambient temperature into the behaviour of bolted moment-connections b...
The external columns of frames are usually protected against fire, the design requirement being, aft...
The structural behaviour of single shear bolted connections and double shear bolted connections of c...
The application of cold-formed steel structural members in steel construction, and in particular bui...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
© 2020 This paper investigates the net section tension strength of bolted connections in ultra-high ...
The design formulas in the current specifications on bolted connections of light gauge steel for col...
Technical Session No. 11 - ConnectionsThe current design rules on bolted connections of thin sheet s...
This study presents a comprehensive numerical program aiming to investigate the static resistances o...
Screwed and bolted connections have been popularly used for cold-formed steel (CFS) structures. The ...
Abstract: This paper presents the details of a study into the behaviour and moment capacities of col...
Parallel Session F2D: Extreme Loading Conditions IOrganised by Department of Civil Engineering, The ...
The response of steel-framed structures to applied loading depends to a large degree on the behavio...
Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is...
An investigation is conducted into the behaviour of bolted endplate connections between high-strengt...
Experimental investigations at ambient temperature into the behaviour of bolted moment-connections b...
The external columns of frames are usually protected against fire, the design requirement being, aft...
The structural behaviour of single shear bolted connections and double shear bolted connections of c...
The application of cold-formed steel structural members in steel construction, and in particular bui...
The current design rules on bolted connections of thin sheet steels for cold-formed steel structures...
© 2020 This paper investigates the net section tension strength of bolted connections in ultra-high ...
The design formulas in the current specifications on bolted connections of light gauge steel for col...
Technical Session No. 11 - ConnectionsThe current design rules on bolted connections of thin sheet s...
This study presents a comprehensive numerical program aiming to investigate the static resistances o...
Screwed and bolted connections have been popularly used for cold-formed steel (CFS) structures. The ...
Abstract: This paper presents the details of a study into the behaviour and moment capacities of col...
Parallel Session F2D: Extreme Loading Conditions IOrganised by Department of Civil Engineering, The ...
The response of steel-framed structures to applied loading depends to a large degree on the behavio...
Bolted end plate connections are widely used in multi-storey steel frame structures. Their design is...
An investigation is conducted into the behaviour of bolted endplate connections between high-strengt...