A novel machine learning method to investigate the web crippling behaviour of perforated roll-formed aluminium alloy unlipped channels under interior-two flange loading

dc.contributor.authorFang, Zhiyuan (Arthur)
dc.contributor.authorRoy, Krishanu
dc.contributor.authorXu, Jinzhao
dc.contributor.authorDai, Yecheng
dc.contributor.authorPaul, Bikram
dc.contributor.authorLim, James Boon Piang
dc.date.accessioned2025-03-07T01:40:13Z
dc.date.available2025-03-07T01:40:13Z
dc.date.issued2022
dc.description.abstractThis study presents a novel machine-learning model using the eXtreme Gradient Boosting (XGBoost) tool, for assessing the web crippling behaviour of perforated roll-formed aluminium alloy (RFA) unlipped channels (both fastened and unfastened) under interior-two-flange loading. A total of 1080 data points were generated for training the XGBoost model, utilizing an elastoplastic finite element (FE) model that was validated against 30 experimental results from the literature. A comparison against the numerical failure loads was conducted, and it was found that the prediction accuracy of XGBoost model was 94%. When compared with Ramdom Forest and Linear Regression methods, it was found that the proposed XGBoost model performed better than both the before mentioned methods. The web crippling strengths obtained from the XGBoost model, tests, and finite element analysis (FEA) were utilized to evaluate the performance of current design rules from the American Iron and Steel Institute (AISI), Australian/New Zealand Standards (AS/NZS 1664.1; AS/NZS 4600:2018) and Eurocode (CEN 2007). It is shown that the current design rules are not reliable to predict the web crippling strength of perforated RFA unlipped channels. As a consequence of the parametric analysis, new web crippling strength and web crippling strength reduction factor formulae for perforated RFA unlipped channels were proposed. A reliability analysis was then conducted, which confirmed that the proposed equations are capable of accurately predicting the ITF web crippling strengths of perforated RFA unlipped channels.
dc.identifier.citationFang, Z., Roy, K., Xu, J., Dai, Y., Paul, B., & Lim, J. B. P. (2022). A novel machine learning method to investigate the web crippling behaviour of perforated roll-formed aluminium alloy unlipped channels under interior-two flange loading. Journal of Building Engineering, 51. https://doi.org/10.1016/j.jobe.2022.104261
dc.identifier.doi10.1016/j.jobe.2022.104261
dc.identifier.eissn2352-7102
dc.identifier.urihttps://hdl.handle.net/10289/17237
dc.language.isoEnglish
dc.publisherELSEVIER
dc.relation.isPartOfJournal of Building Engineering
dc.rightsThis is an accepted version of an article published in the Journal of Building Engineering. © 2022 Elsevier Ltd.
dc.subjectweb crippling
dc.subjecteXtreme Gradient Boosting (XGBoost) tool
dc.subjectaluminium alloy
dc.subjectunlipped channels
dc.subjectfinite element analysis
dc.subjectmachine learning
dc.subjectparametric analysis
dc.subjectinterior two-flange loading
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectConstruction & Building Technology
dc.subjectEngineering, Civil
dc.subjectEngineering
dc.subjectWeb crippling
dc.subjecteXtreme gradient boosting (XGBoost) tool
dc.subjectAluminium alloy
dc.subjectUnlipped channels
dc.subjectFinite element analysis
dc.subjectMachine learning
dc.subjectParametric analysis
dc.subjectInterior-two-flange loading
dc.subjectEND BOUNDARY-CONDITIONS
dc.subjectTHIN-WALLED SECTIONS
dc.subjectAXIAL CAPACITY
dc.subjectSTEEL CHANNELS
dc.subjectSTRENGTH
dc.subjectHOLES
dc.subjectTESTS
dc.subject.anzsrc20204005 Civil Engineering
dc.subject.anzsrc202040 Engineering
dc.subject.anzsrc20203302 Building
dc.subject.anzsrc20204005 Civil engineering
dc.titleA novel machine learning method to investigate the web crippling behaviour of perforated roll-formed aluminium alloy unlipped channels under interior-two flange loading
dc.typeJournal Article
dspace.entity.typePublication
pubs.publication-statusPublished
pubs.volume51
uow.identifier.article-noARTN 104261

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