Numerical simulation considering phase transformations on stocky columns of high strength S960 steel welded box sections under compression

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
M.F. Zhu , K.F. Chung , Y.F. Hu , H. Jin , T.Y. Xiao , M.X. Huang
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引用次数: 0

Abstract

Due to their specific heat treatments during manufacturing, high strength low alloy S960 steel undergoes an intricate microstructural change after welding, resulting in complex phase transformations. To investigate and quantify the influence of these phase transformations on the structural behaviour of stocky columns of high strength S960 steel welded box sections under compression, this paper presents an advanced numerical simulation approach, i.e. the "thermo-metallurgical-mechanical-structural" approach, or the TMMS approach, which has been rationally validated through calibration against various sets of test data. Through standard dilatometry tests, the continuous cooling transformation curves of the S960 steel were determined, and they were employed to simulate the effects of welding onto the S960 steel during fabrication of the welded box sections using the finite element software SYSWELD. Both measured temperature-time curves obtained with thermocouples during welding, and surface residual stresses measured with the hole drilling method after welding were employed to validate accuracy of the thermo-metallurgical-mechanical simulation. After incorporating these data into structural models of the S960 steel welded box sections using the finite element package Abaqus, the structural behaviour of these box sections under compression was obtained, and their predicted load-deformation characteristics were found to compare well with measured data. Consequently, the proposed TMMS approach is demonstrated to be able to predict "thermo-metallurgical-mechanical-structural" responses of these high strength S960 steel welded sections effectively.
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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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