development of performance-based fire design for cold-formed steel

JC Batista Abreu, LMC Vieira, MH Abu-Hamd… - Fire Science …, 2014 - Springer
Performance-based fire design for cold-formed steel systems is in its infancy. This paper
brings together existing research on cold-formed steel materials, members, and …

[HTML][HTML] Design of stainless steel SHS and RHS columns in fire by GMNIA with strain limits

C Quan, M Kucukler - Engineering Structures, 2024 - Elsevier
A new fire design method by Geometrically and Materially Nonlinear Analysis with
Imperfections (GMNIA) and using strain limits is proposed for stainless steel columns in this …

Experimental study on fire resistance of cold-formed steel built-up box columns

J Yang, W Wang, Y Shi, L Xu - Thin-Walled Structures, 2020 - Elsevier
Cold-formed steel built-up box columns are commonly used in mid-rise cold-formed steel
buildings to resist applied loads. Numerous studies have been conducted to evaluate the …

Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures

J Yang, W Wang, L Xu, Y Shi - Structures, 2023 - Elsevier
This paper presents a study on the global buckling load of the cold-formed steel built-up box-
shape columns (CFS-BBC) at ambient and elevated temperatures. The energy method was …

Design of cold-formed steel wall studs subject to non-uniform elevated temperature distributions

M Rokilan, M Mahendran - Thin-Walled Structures, 2022 - Elsevier
The current design rules for cold-formed steel studs used in wall systems subject to non-
uniform elevated temperature distributions are complicated with iterations and different …

Distortional failure and DSM design of cold-formed steel lipped channel beams under elevated temperatures

A Landesmann, D Camotim - Thin-Walled Structures, 2016 - Elsevier
The aim of this paper is to report an ongoing shell finite element investigation on the
distortional post-buckling behaviour, ultimate strength and DSM design of cold-formed steel …

Fire behavior and design of steel columns reinforced by prestressed CFRP strips

L Hu, E Ghafoori, S Pons, P Feng, J Yang, I Azim - Composite Structures, 2021 - Elsevier
This study analyzes the behavior of steel columns reinforced by prestressed (PS) carbon
fiber reinforced polymer (CFRP) strips exposed to fire. First, tests are performed to study the …

Prediction of the initial geometric imperfection magnitudes for numerical modeling of cold-formed steel channel sections

R Aktepe, BG Erkal - Structures, 2024 - Elsevier
CFS members are prone to geometric imperfections due to their slenderness, even if the
observed imperfections are minor. The main aims of this study are to gather imperfection …

Direct Strength Method for calculating distortional buckling capacity of cold-formed thin-walled steel columns with uniform and non-uniform elevated temperatures

A Shahbazian, YC Wang - Thin-Walled Structures, 2012 - Elsevier
This paper assesses the applicability of the Direct Strength Method (DSM) to calculating the
distortional buckling strength of cold-formed thin-walled (CF-TW) steel members with …

Experimental and numerical studies on axially restrained cold-formed steel built-up box columns at elevated temperatures

J Yang, Y Shi, W Wang, L Xu, H Al-azzani - Journal of Constructional Steel …, 2020 - Elsevier
Experimental and numerical studies on the fire resistance of cold-formed steel (CFS)
columns with built-up box-shape sections were conducted in this paper. A series of coupon …