Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/118106
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | en_US |
| dc.creator | Zhu, MF | en_US |
| dc.creator | Chung, KF | en_US |
| dc.creator | Hu, YF | en_US |
| dc.creator | Jin, H | en_US |
| dc.creator | Xiao, TY | en_US |
| dc.creator | Huang, MX | en_US |
| dc.date.accessioned | 2026-03-17T01:14:28Z | - |
| dc.date.available | 2026-03-17T01:14:28Z | - |
| dc.identifier.issn | 0141-0296 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/118106 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.subject | Axial compression | en_US |
| dc.subject | Box sections | en_US |
| dc.subject | High strength steel | en_US |
| dc.subject | Solid-state phase transformations | en_US |
| dc.subject | Welding simulation | en_US |
| dc.title | Numerical simulation considering phase transformations on stocky columns of high strength S960 steel welded box sections under compression | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 332 | en_US |
| dc.identifier.doi | 10.1016/j.engstruct.2025.120095 | en_US |
| dcterms.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. | en_US |
| dcterms.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Engineering structures, 1 June 2025, v. 332, 120095 | en_US |
| dcterms.isPartOf | Engineering structures | en_US |
| dcterms.issued | 2025-06-01 | - |
| dc.identifier.scopus | 2-s2.0-105000072242 | - |
| dc.identifier.eissn | 1873-7323 | en_US |
| dc.identifier.artn | 120095 | en_US |
| dc.description.validate | 202603 bchy | en_US |
| dc.description.oa | Not applicable | en_US |
| dc.identifier.SubFormID | G001225/2025-12 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The research work reported in this paper is part of a research project funded by the Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch) at the Hong Kong Polytechnic University. The Centre is funded by the Innovation and Technology Funds under the Innovation and Technology Commission (ITC) of the Government of Hong Kong SAR and the Hong Kong Polytechnic University (Project No. BBY3 and BBY4). The financial support from the Research Grants Committee of the University Grants Council of the Government of Hong Kong SAR (Project. No. PolyU_15209421) is also gratefully acknowledged. All the welded H-sections were fabricated in Pristine Metal Works Fabrication in Dongguan, Guangdong. All the compression tests reported in this paper were conducted at the Structural Engineering Research Laboratory (Y001) of Department of Civil and Environmental Engineering at the Hong Kong Polytechnic University. The support from the China Road and Bridge Corporation Limited is also acknowledged. | en_US |
| dc.description.pubStatus | Published | en_US |
| dc.date.embargo | 2027-06-01 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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