Post-fire behaviour of wire arc additively manufactured ER70S-6 steel

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Jin Li , Ke Jiang , Man-Tai Chen , Ou Zhao , Leroy Gardner
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引用次数: 0

Abstract

Wire arc additive manufacturing (WAAM) is a metal 3D printing technique through which parts are built up in a layer-upon-layer fashion using metal wire and a welding arc. This paper presents an experimental programme to investigate the residual mechanical properties of WAAM ER70S-6 steel after exposure to elevated temperatures. A total of thirty-six tensile coupons were extracted from as-built WAAM plates fabricated using ER70S-6 feedstock wire, with two nominal thicknesses of 3 mm and 8 mm, two coupon extraction orientations (i.e. parallel and perpendicular to the layer deposition direction) and eight exposure temperatures ranging from 300 °C to 1000 °C. The geometric features of the WAAM steel coupons were captured via 3D scanning, while their stress–strain curves and residual material properties after exposure to elevated temperatures were obtained through tensile testing. Scanning Electron Microscopy (SEM) was used to investigate the fracture surfaces of the tested coupons with different plate thicknesses and exposure temperatures. On the basis of the experimental results, a new set of retention factor curves was proposed to predict the post-fire material properties of WAAM ER70S-6 steel and shown to result in accurate predictions of Young’s modulus, yield stress, ultimate stress, ultimate strain and fracture strain.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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