[HTML][HTML] The continuous strength method–Review and outlook

L Gardner, X Yun, F Walport - Engineering Structures, 2023 - Elsevier
Abstract The Continuous Strength Method (CSM) is a deformation-based approach to the
design of structures that enables a continuous, rational and accurate allowance for material …

Stress-strain curves for hot-rolled steels

X Yun, L Gardner - Journal of Constructional Steel Research, 2017 - Elsevier
The use of advanced analytical and numerical modelling in structural engineering has
increased rapidly in recent years. A key feature of these models is an accurate description of …

Performance of square concrete-filled steel tubular columns under repeated lateral impact

S Gao, Y Xu, S Zhang, A Derlatka - Engineering Structures, 2023 - Elsevier
In this paper, a series of simulations are conducted to study the dynamic performances of
square concrete-filled steel tubular (CFST) columns under repeated lateral impact by …

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 …

Tests on high-strength steel hollow sections: A review

JL Ma, TM Chan, B Young - … of the Institution of Civil Engineers …, 2017 - icevirtuallibrary.com
Advances in technologies have allowed manufacturers to produce steel plates and sections
with strengths of 690 MPa and higher. The use of high-strength steel has the potential for …

[HTML][HTML] Structural performance and design of S960 ultra-high strength steel non-slender welded I-sections subjected to combined loading

A Su, Y Wang, KJR Rasmussen, L Gardner - Engineering Structures, 2023 - Elsevier
The structural performance of S960 ultra-high strength steel non-slender welded I-sections
subjected to combined loading is studied in the present paper. Nonlinear finite element (FE) …

Experimental and numerical investigations of S960 ultra-high strength steel welded I-section beams with in-plane flexural failure

A Su, H Yang, Y Wang, O Zhao - Thin-Walled Structures, 2023 - Elsevier
A testing and numerical modelling programme was performed to investigate the in-plane
flexural behaviour and cross-section bending capacities of S960 ultra-high strength steel …

Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections

J Wang, S Afshan, N Schillo, M Theofanous… - Engineering …, 2017 - Elsevier
An experimental investigation into the structural performance of compressed high strength
steel (HSS) square and rectangular hollow sections is described in this paper. Both hot …

Cross-sectional behaviour of cold-formed high strength steel circular hollow sections

X Meng, L Gardner - Thin-Walled Structures, 2020 - Elsevier
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 …

Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams

E Hosseinpour, S Baharom… - Steel and Composite …, 2018 - dbpia.co.kr
In this paper, a hollow steel tube (HST) shear connector is proposed for use in a slim-floor
system. The HST welded to a perforated steel beam web and embedded in concrete slab. A …