Jie Wang

TL;DR: In this paper, the bending strength of hot-finished high strength steel (HSS) square and rectangular hollow sections is investigated and structural design rules for HSS cross-sections are proposed.

TL;DR: In this paper, an experimental investigation into the structural performance of compressed high strength steel (HSS) square and rectangular hollow sections is described, which includes tensile coupon tests on flat and corner material, measurements of geometric imperfections, full cross-section tensile tests and stub column tests.

TL;DR: An experimental and numerical study of the flexural buckling behavior of hot-finished high-strength steel (HSS) square and rectangular hollow section (SHS and RHS) columns is presented in this paper.

TL;DR: In this article, the compressive behavior of CFSST stub columns has been investigated through a comprehensive experimental and numerical program, and new calculation methods developed based on these European and Chinese design rules have been proposed, which were shown to provide improved strength predictions for both the austenitic and duplex CFT members.

TL;DR: This paper illustrates a computational strategy to deal with both issues that may help researchers establish sets of RRD parameters for other important shell systems with greater confidence and accuracy.