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 …

Capacity prediction of cold-formed stainless steel tubular columns using machine learning methods

Y Xu, B Zheng, M Zhang - Journal of Constructional Steel Research, 2021 - Elsevier
Current methods of designing cold-formed stainless-steel tubular columns provide a series
of design formulae for columns to adapt to various grades of materials and failure modes. In …

Buckling curves of stainless steel CHS members: Current state and proposed provisions

D Jindra, Z Kala, J Kala - Journal of Constructional Steel Research, 2022 - Elsevier
The study objective is to propose the optimal shape of the flexural buckling curves for
stainless steel circular hollow cross-section (CHS) members. It has been pointed out by …

Cold-formed stainless steel CHS beam-columns–Testing, simulation and design

C Buchanan, O Zhao, E Real, L Gardner - Engineering Structures, 2020 - Elsevier
The present work was prompted by shortcomings identified in existing design provisions for
stainless steel circular hollow section (CHS) beam-columns. First, addressing a lack of …

Flexural buckling of welded austenitic and duplex stainless steel I-section columns

L Yang, M Zhao, TM Chan, F Shang, D Xu - Journal of Constructional Steel …, 2016 - Elsevier
The paper presents an investigation on welded stainless steel I-section columns. In total, 22
experiments on welded I-section columns, including members buckling about major and …

Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations

D Jindra, Z Kala, J Kala - Journal of Constructional Steel Research, 2022 - Elsevier
This paper presents a numerical investigation of the ultimate limit state of imperfect columns
under axial compression; the columns are made of stainless steel with a circular hollow …

Global buckling of S35657 austenitic stainless steel welded box-and I-section long columns under axial compression

S Duan, Y Wu, S Fan, G Shu, X Shi, J Tong - Thin-Walled Structures, 2024 - Elsevier
Due to its remarkable combination of high yield strength and cost-effectiveness, S35657
austenitic stainless steel has gained increasing attention in the field of construction …

Strength of duplex stainless steel fillet welded connections

L Yang, Y Cui, X Wei, M Li, Y Zhang - Journal of Constructional Steel …, 2019 - Elsevier
Standard uniaxial tests were conducted on round bar specimens made of stainless steel and
the corresponding weld metal. The stress-strain curves of both base metal and the …

[HTML][HTML] 不锈钢工字形截面轴心受压构件整体稳定性能有限元研究

尚帆, 杨璐, 赵梦晗, 徐东辰, 张勇 - 工程力学, 2016 - pubs.cstam.org.cn
该文采用通用有限元软件ANSYS 对奥氏体和双相体两种不锈钢材料的不锈钢工字形截面轴心受
压构件的整体稳定性能试验进行了数值模拟. 在建立有限元模型的过程中考虑了材料的非线性本 …

Effects of nonlinear elevated temperature stress-strain characteristics on the global buckling capacities of cold-formed steel columns

M Rokilan, M Mahendran - Thin-Walled Structures, 2021 - Elsevier
Losses caused by the recent fire incidents are demanding proper fire safety regulations and
fire protection measures around the globe while construction cost and call for environmental …