Stability and design of stainless steel structures–Review and outlook

L Gardner - Thin-Walled Structures, 2019 - Elsevier
This paper provides a review of recent developments in research and design practice
surrounding the structural use of stainless steel, with an emphasis on structural stability. The …

Analysis and review of concrete-filled double skin steel tubes under compression

P Ayough, NHR Sulong, Z Ibrahim - Thin-Walled Structures, 2020 - Elsevier
The existing literature concerning the axial performance of concrete-filled double-skin steel
tubular (CFDST) columns has been reviewed in this paper. The models in the literature for …

An end-to-end framework for the additive manufacture of optimized tubular structures

J Ye, P Kyvelou, F Gilardi, H Lu, M Gilbert… - IEEE …, 2021 - ieeexplore.ieee.org
Although additive manufacturing (AM) has been maturing for some years, it has only recently
started to capture the interest of the cost-sensitive construction industry. The research …

Compressive testing and numerical modelling of concrete-filled double skin CHS with austenitic stainless steel outer tubes

F Wang, B Young, L Gardner - Thin-Walled Structures, 2019 - Elsevier
A comprehensive experimental and numerical study of concrete-filled double skin tubular
(CFDST) stub columns is presented in this paper. A total of 23 tests was carried out on …

Structural response and continuous strength method design of slender stainless steel cross-sections

O Zhao, S Afshan, L Gardner - Engineering Structures, 2017 - Elsevier
In current structural stainless steel design codes, local buckling is accounted for through a
cross-section classification framework, which is based on an elastic, perfectly-plastic …

Testing, simulation and design of cold-formed stainless steel CHS columns

C Buchanan, E Real, L Gardner - Thin-Walled Structures, 2018 - Elsevier
Stainless steel tubular members are employed in a range of load-bearing applications due
to their strength, durability and aesthetic appeal. From the limited existing test data on …

Experimental and numerical studies of S960 ultra-high strength steel welded I-section columns

A Su, Y Liang, O Zhao - Thin-Walled Structures, 2021 - Elsevier
The present paper reports a thorough experimental and numerical study of the structural
behaviour and resistances of S960 ultra-high strength steel welded I-section columns failing …

Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members

I Arrayago, KJR Rasmussen, E Real - Journal of constructional steel …, 2020 - Elsevier
Traditional member-based two-step design approaches included in current structural codes
for steel structures, as well as more recent system-based direct-design alternatives, require …

S890 hot-rolled ultra-high strength steel (UHSS) seamless circular hollow section beam–columns: Testing, modelling and design

Y Wang, A Su, H Yang, J Zhao, Y Wang - Thin-Walled Structures, 2024 - Elsevier
With the recent rapid development of manufacturing techniques and material science,
advanced hot-rolling of ultra-high strength steel (UHSS) with material grades up to S890 …

Post-fire behavior and resistances of S890 ultra-high strength steel circular hollow section beam–columns

J Zhang, H Yang, A Su - Thin-Walled Structures, 2024 - Elsevier
An experimental and numerical modeling program was carried out to investigate the post-
fire structural behavior and residual resistances of S890 ultra-high strength steel (UHSS) …