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Journal ArticleDOI

The use of stainless steel in structures

TLDR
The use of stainless steel as a structural material has been extensively studied in the literature as mentioned in this paper, with a focus on the structural design of structural stainless steel structures and its application in conventional structures.
Abstract
The past 15 years have seen the introduction or major revision of structural stainless steel design codes throughout the world, and at the same time, interest in the use of stainless steel in construction has been accelerating. Historically the high initial material cost of stainless steel has limited its use primarily to specialist and prestige applications. However, the emergence of design codes, a better awareness of the additional benefits of stainless steel and a transition towards sustainability are bringing more widespread use into conventional structures. Although a number of similarities between stainless steel and ordinary carbon steel exist, there is sufficient diversity in their physical properties to require separate treatment in structural design. In addition to the straightforward differences in basic material properties (such as Young's modulus and yield strength), further fundamental differences exist, such as the nature of the stress–strain curve and the material's response to cold-work and elevated temperatures; these have implications at ultimate, serviceability and fire limit states. This paper describes the use of stainless steel as a structural material, discusses current structural design provisions, reviews recent research activities and highlights the important findings and developments.

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Stainless steel in construction: A review of research, applications, challenges and opportunities

TL;DR: Stainless steel has unique properties which can be taken advantage of in a wide variety of applications in the construction industry as mentioned in this paper, including its use in nuclear containment structures, thin-walled cladding and composite floor systems.
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Metal 3D printing in construction: A review of methods, research, applications, opportunities and challenges

TL;DR: In this article, a review of different methods of metal 3D printing, research and early applications of additive manufacturing in the construction industry is presented, as part of a wider review.
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Structural design for non-linear metallic materials

TL;DR: In this article, a more accurate material model and a continuous measure of cross-section deformation capacity were proposed to provide more rational and efficient designs for structural carbon steel sections, and the proposed method offers average increases in member resistances of around 20% over the current Eurocode approach, and a reduction in scatter of the prediction.
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Structural design of stainless steel concrete filled columns

TL;DR: In this article, the axial capacity of axially loaded concrete filled stainless steel circular and square hollow sections has been investigated using different concrete cube strengths varied from 30 to 100 MPa, and the column strengths and load-axial shortening curves were evaluated.
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The influence of nanocrystalline structure and processing route on corrosion of stainless steel: A review

TL;DR: A review of the relevant works to date which have studied corrosion behaviour of nanocrystalline stainless steels, relating the performance to processing, along with attention given to mechanistic aspects which dictate corrosion, is given in this article.
References
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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.
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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.
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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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Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour

TL;DR: In this paper, basic material properties and cross-sectional data (stress-strain curves and load-end shortening curves) are presented for square, rectangular and circular hollow section specimens in Grade 1.4301 stainless steel.
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