Numerical investigation and design of cold-formed high strength steel (CFHSS) X-joints with
circular hollow section (CHS) braces and square as well as rectangular hollow section (SHS …

The mechanical behaviour of concrete-filled K and KK circle hollow section (CHS)
connections are assessed experimentally and numerically in this paper. Three large-scale …

Numerical investigation and design of cold-formed high-strength steel (CFHSS) diamond
bird-beak (DBB) T-and X-joints are presented in this paper. The 0.2% proof stress of braces …

Clarifying the strain transfer between the host material with a crack opening displacement
(COD) and the optical fiber after interfacial debonding remains a critical challenge for crack …

The assessment of the fatigue crack growth rate behavior of welded structural components
made of ultra-high strength steels (UHHS) is very important to gain a comprehensive …

In this study, existing deformation limits are first re-examined to investigate if they can be
rationally extended to high strength steel circular hollow section (CHS) joints that are …

This paper reports a systematic experimental investigation into the structural behaviour of a
total of eighteen simply supported beams of high strength S690 welded I-sections with …

This paper presents an experimental investigation on fire resistance of circular hollow
section (CHS) T-, Y-and K-joints. A total of 15 specimens subjected to brace axial load were …

This paper proposes a numerical modeling method to construct finite element models of
randomly pitted steel Circular Hollow Section (CHS) T-joints. A series of parametric analyses …

This paper presents a comprehensive investigation into the structural behaviour of T-joints
between high strength S690 cold-formed circular hollow sections (CFCHS) under brace in …