Analytical and experimental investigation of cold-formed steel beam-to-column bolted gusset-plate joints

Abstract

Nowadays, cold-formed constructions are being used more frequently on construction sites because of the good strength-to-cost ratio. However, insufficient studies are published examining the properties of these constructions. This paper investigates the behaviour of bolted gusset-plate joint since it is one of the easiest ways to connect a beam to a column. The paper presents analytical calculations using the component method and experimental test results. The joint was investigated using the mechanical model of three springs. The mechanical model for the calculation of bolt group stiffness was created according to Eurocode 3 Part 1–8 Stiffness formulations (EN 1993-1-8 2005) (originally, it is recommended for elements that are 4 mm and thicker). The technique for the calculation of the stiffness of a gusset plate is presented. The strength of the joint was calculated using the technique introduced in Eurocode 3 (EN 1993-1-8 2005; EN 1993-1-1 2005; EN 1993-1-3 2006; EN 1993-1-5 2006).

Keywords:

• semi-rigid joints
• component method
• cold-formed steel joints

Additional information

Žilvinas BUČMYS. PhD student at the Department of Steel and Timber Structures, Vilnius Gediminas Technical University (VGTU), Lithuania. Žilvinas Bučmys received his Bachelor's degree in civil engineering in 2009, and the Master's degree in civil engineering at Vilnius Gediminas Technical University in 2012. Research interests: behaviour of cold-formed steel connections, calculation methods of cold-formed steel.

Alfonsas DANIŪNAS. Doctor, Professor at the Department of Steel and Timber Structures, Vilnius Gediminas Technical University, Lithuania. He authored and co-authored more than 150 articles on science and organisation of higher education. Research interests: analysis and optimisation of elastic and plastic steel structures, numerical methods, semi-rigid joints of steel structures.