Compact cross-sections of mild and high-strength steel hollow-section beams

The Eurocode 3 rules for the high-strength steel (HSS: f_y > 460 MPa) limit the analysis of beams to elastic global analysis and grades up to S700. In order to fully exploit the potential to design lightweight and sustainable steel structures, plastic analysis and the use of higher steel grades with f_y > 700 MPa are...

Long-term load–deformation behaviour of timber–concrete joints

This paper discusses the long-term mechanical behaviour of timber-to-concrete joints made with dowel-type fasteners. Despite the influence that the long-term behaviour of joints has on the mechanical behaviour of a timber–concrete structure and consequently on its design, there is still a lack of research in this area. This paper presents...