scispace - formally typeset
Journal ArticleDOI

Cold-formed high strength steel SHS and RHS beams at elevated temperatures

Reads0
Chats0
TLDR
The structural responses of cold-formed high strength steel (HSS) square and rectangular hollow section (SHS and RHS) beams at elevated temperatures were examined in this paper.
About
This article is published in Journal of Constructional Steel Research.The article was published on 2019-07-01. It has received 30 citations till now. The article focuses on the topics: Flexural strength.

read more

Citations
More filters
Journal ArticleDOI

Experimental investigation of post-fire mechanical properties of Q235 cold-formed steel

TL;DR: In this paper, the post-fire mechanical properties of cold-formed steels were investigated using tensile coupon tests and a predictive equation was proposed for evaluating the post fire mechanical properties.
Journal ArticleDOI

Block shear performance of double-line bolted S690 steel angles under uniaxial tension

TL;DR: In this paper , the authors investigated the block shear performance of 16 steel angle specimens connected by double-line bolts and found that the strength of the tension angles could be improved by increasing the tension plane area with the increase of the transverse pitch and edge distance.
Journal ArticleDOI

High-temperature steady-state experiments on G550 cold-formed steel during heating and cooling stages

TL;DR: In this article, the authors conducted 88 steady-state tests on G550 CFS at elevated temperatures and investigated the material properties during the heating and cooling stages of a compartment fire.
Journal ArticleDOI

Mechanical properties and modelling of superior high-performance steel at elevated temperatures

TL;DR: In this article, a comprehensive experimental program including a series of standard tensile coupon tests at both ambient and elevated temperatures is described, and key mechanical properties including modulus of elasticity, yield strength, ultimate tensile stress as well as stress-strain curves of the SHP steels are obtained based on the test results.
Journal ArticleDOI

High-temperature material degradation of Q345 cold-formed steel during full-range compartment fires

TL;DR: In this article, steady-state experiments on Q345 cold-formed steel (CFS) during the rising and falling temperature periods are presented, and the results show that the material properties of CFS decrease as the load testing temperature increases.
References
More filters
Journal ArticleDOI

Section capacity of very high strength (VHS) circular tubes under compression

TL;DR: In this paper, the section capacity of very high strength (VHS®) circular tubes under compression was investigated and the reliability of section capacity based on the full effective section model has been verified using a first order second moment (FOSM) approach.
Journal ArticleDOI

Section slenderness limits of very high strength circular steel tubes in bending

TL;DR: In this article, the bending behavior of very high strength (VHS) circular steel tubes was investigated and the bending deflection was achieved for VHS tubes with the diameter to thickness ratio up to 24.
Journal ArticleDOI

Design of high strength steel columns at elevated temperatures

TL;DR: In this paper, the authors used finite element analysis to predict the yield strength and elastic modulus of high strength steel and mild steel at elevated temperatures, and a nonlinear finite element model was proposed to evaluate the properties of high-strength steel columns.
Journal ArticleDOI

Behaviour of structural stainless steel cross-sections under combined loading – Part II: Numerical modelling and design approach

TL;DR: In this paper, Zhao et al. investigated the structural behavior of stainless steel cross-sections under combined loading and showed that the current design standards can significantly under-estimate the cross-sectional resistance under compression and bending.
Journal ArticleDOI

Buckling of stainless steel columns and beams in fire

TL;DR: In this paper, a numerical parametric study using ABAQUS on stainless steel columns in fire is presented, where the results of a total of 23 column buckling fire tests, six stub column fire tests and six fire tests on beams have been analysed.
Related Papers (5)