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Journal ArticleDOI

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

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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.
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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.

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Citations
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Journal ArticleDOI

Numerical modeling of stress-strain relationships for advanced high strength steels

TL;DR: In this article, an updated two-stage plus linear stress-strain model based on the Ramberg-Osgood expression was developed for advanced high strength steel (AHSS).
Journal ArticleDOI

The Buckling and Post-Buckling of Steel C-Columns in Elevated Temperature.

TL;DR: Assessment of behavior of thin-walled compressed steel columns in a temperature-controlled environment till their full damage revealed that maximum recorded loads under temperature rise are comparable regardless of a value of initial load.
Journal ArticleDOI

Effect of Uncertainty in Localized Imperfection on the Ultimate Compressive Strength of Cold-Formed Stainless Steel Hollow Sections

Yanfei Shen, +1 more
- 01 Sep 2019 - 
TL;DR: In this paper, a new approach utilizing Fourier series to generate the three-dimensional (3D) models of members with random ω is proposed. And probabilistic studies based on the proposed 3D models are then carried out to evaluate the effect of uncertainty in ω on the ultimate compressive strength of stainless steel columns with cold-formed RHS and SHS.
Journal ArticleDOI

Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies

TL;DR: It is demonstrated that the cross-sectional classification procedure for the case of fire, available in the Eurocode 3 and AISC specifications, results in inconsistencies and should be further investigated and revised in the future.
Journal ArticleDOI

Mechanical properties of 7A04-T6 high strength structural aluminium alloy at elevated temperatures and after cooling down

TL;DR: In this paper , the authors present an experimental study on the mechanical properties of 7A04-T6 high strength aluminium alloy at elevated temperatures and after cooling down, where the effect of cooling methods (cooled by air/water) was taken into account in the post-fire tests.
References
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BookDOI

Minimum Design Loads for Buildings and Other Structures

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TL;DR: Minimum Design Loads for Buildings and Other Structures as mentioned in this paper gives the latest consensus requirements for dead, live, soil, flood, wind, snow, rain, ice, and earthquake loads.

Description of Stress-Strain Curves by Three Parameters

TL;DR: In this paper, a simple formula is suggested for describing the stress-strain curve in terms of three parameters; namely, Young's modulus and two secant yield strengths.
Book

Design of Steel Structures: Eurocode 3: Design of Steel Structures, Part 1-1: General Rules and Rules for Buildings

TL;DR: In this paper, the authors defined a set of criteria for the verification of the stability of members with plastic hinges, including tension, tension, compression, and buckling resistance of non-prismatic members.
Journal ArticleDOI

Full-range stress–strain curves for stainless steel alloys

TL;DR: In this article, the authors developed an expression for the stress-strain curves for stainless steel alloys which is valid over the full strain range, which is useful for the design and numerical modelling of stainless steel members and elements which reach stresses beyond the 0.2% proof stress in their ultimate limit state.
Journal ArticleDOI

On the calculation of deflections in structural stainless steel beams: an experimental and numerical investigation

TL;DR: A series of experimental tests on stainless steel beams is presented in this paper, which includes tests to determine the stress-strain relationship of the material, considering the effects of cold work, and a comparative analysis between the experimental results of deflections and those results derived from a numerical model considering material non-linearity.
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