[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 …

Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns

F Wang, O Zhao, B Young - Engineering Structures, 2020 - Elsevier
A comprehensive experimental and numerical study of the cross-sectional compressive
behaviour and resistances of press-braked S960 ultra-high strength steel (UHSS) angle and …

[HTML][HTML] Aluminium alloy channel columns: Testing, numerical modelling and design

E Georgantzia, M Gkantou, GS Kamaris - Thin-Walled Structures, 2023 - Elsevier
Aluminium alloys can be employed in a wide range of structural applications offering high
strength-to-weight ratio, whilst they can easily be extruded in various shapes. Channel (C-) …

Stability and design of fixed-ended stainless steel equal-leg angle section compression members

B Behzadi-Sofiani, L Gardner, MA Wadee - Engineering Structures, 2021 - Elsevier
The stability and design of fixed-ended stainless steel equal-leg angle section members
subjected to axial compression are studied herein. An experimental investigation …

Testing, numerical modelling and design of G550 high strength cold-formed steel built-up section columns

Y Cui, J Zhang, C Ma, M Niu, K Jiang, S Li, A Su - Thin-Walled Structures, 2024 - Elsevier
This paper investigates the buckling behaviour and load-carrying capacity of G550 high
strength cold-formed steel built-up section columns under axial compression through …

Structural behaviour of press-braked austenitic stainless steel slender channel section beam-columns

S Li, A Su, O Zhao - Engineering Structures, 2023 - Elsevier
The present paper reports experimental and numerical studies of the structural behaviour
and resistances of press-braked austenitic stainless steel slender channel section beam …

[HTML][HTML] Pin-ended stainless steel equal-leg angle section members under compression and major-axis bending: experimentation, FE modelling and design

B Behzadi-Sofiani, MA Wadee, L Gardner - Thin-Walled Structures, 2024 - Elsevier
The behaviour and design of cylindrically-pinned stainless steel equal-leg angle section
members under compression and compression combined with strong-axis bending are …

[HTML][HTML] Testing, FE modelling and design of pin-ended stainless steel equal-leg angle section columns and beam–columns

B Behzadi-Sofiani, MA Wadee, L Gardner - Journal of Constructional Steel …, 2023 - Elsevier
The behaviour and design of pin-ended stainless steel equal-leg angle section members
under compression and compression plus minor-axis bending are investigated herein. The …

Experimental investigation of global-distortional interaction buckling of stainless steel C-beams

D Liang, S Fan, D Dong, M Liu - Journal of Constructional Steel Research, 2024 - Elsevier
This work reports the test data for press-braked stainless steel C-beams subjected to global-
distortional (GD) interaction. The chemical constituents of austenitic S30408 used in the …

Behavior of stainless-steel hot-rolled channel section beam–columns: Testing, modeling, and design

H Ran, L Jian, Y Ma, Y Sun - Journal of Structural Engineering, 2023 - ascelibrary.org
This paper presents a testing and numerical modeling program on the global stability and
resistance of stainless steel hot-rolled channel section beam–columns under combined …