A comprehensive experimental and numerical study into the cross-sectional behaviour of structural
steel circular hollow sections (CHS), with an emphasis on high strength steel, is presented in this paper.
Six cold-formed high strength steel S700 CHS profiles – 168.3×4, 139.7×4, 139.7×5, 139.7×6, 139.7×8
and 139.7×10 (diameter × thickness, in mm), spanning from Class 1 to Class 4 in compression according
to EN 1993-1-1, were experimentally examined. The test programme consisted of twelve tensile coupon
tests, local geometric imperfection measurements, six stub column tests, six four-point bending tests,
six three-point bending tests and fifteen short beam-column tests. In parallel with the experimental study,
finite element (FE) models of CHS were established and validated against the obtained experimental
results, and parametric studies were subsequently carried out using the developed models to expand the
cross-sectional resistance data pool. Finally, the cross-section design provisions specified in the
European code prEN 1993-1-1:2018 and the American Specification ANSI/AISC 360-16 were assessed
using the freshly generated experimental and numerical results as well as the existing test data on hotrolled and cold-formed CHS from the literature. The present study provides the basis for the
development of improved cross-section design rules for normal and high strength steel CHS in future
research.