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dc.contributor.authorKeprate, Arvind
dc.contributor.authorBhardwaj, Sachin
dc.contributor.authorRATNAYAKE MUDIYANSELAGE, Chandima
dc.contributor.authorRatnayake Mudiyanselage, Chandima
dc.date.accessioned2022-10-03T12:01:31Z
dc.date.available2022-10-03T12:01:31Z
dc.date.created2022-01-25T12:55:27Z
dc.date.issued2022-07-23
dc.identifier.isbn978-3-030-71711-7
dc.identifier.isbn978-3-031-10525-8
dc.identifier.isbn978-3-031-10524-1
dc.identifier.issn1865-0929
dc.identifier.urihttps://hdl.handle.net/11250/3023360
dc.description.abstractWelding residual stress (WRS) estimation is highly nonlinear process due to its association with high thermal gradients generated during welding. Accurate and fast estimation of welding induced residual stresses in critical weld geometries of offshore structures, piping components etc., becomes important from structural integrity perspective. Fitness for services (FFS) codes like API 579, BS7910 recommend residual stress profiles are mainly based on three approaches, out of which nonlinear finite element modelling (FEM) results coupled with residual stress experimental measurement, have been found to be most conservative and realistic. The residual stress estimation from thermo mechanical FEM models is computationally expensive as it involves a large degree of interactions between thermal, mechanical, metallurgical and phase transformations etc. The destructive and non-destructive measurement techniques also carry a large amount of uncertainly due to lack of standardization and interpretation variability of measurement results. To mitigate the aforementioned challenges, response surface models (RSMs) have been proposed in this study, for the estimation of WRS at a significant confidence. This paper examines the applicability of 12 different Response Surface Models (RSMs) for estimating WRS. The training and testing data is generated using FEM, Abaqus- 2D weld interface (AWI) plugin. To compare the accuracy of the RSMs, three metrics, namely, Root Mean Square Error (RMSE), Maximum Absolute Error (AAE), and Explained Variance Score (EVS) are used. An illustrative case study to demonstrate the applicability of the response surface model to predict WRS is also presented.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.ispartofIntelligent Technologies and Applications, 4th International Conference, INTAP 2021 Grimstad, Norway, October 11–13, 2021, Revised Selected Papers
dc.relation.ispartofseriesCommunications in Computer and Information Science;Volume 1616
dc.subjectWelding residual stressen_US
dc.subjectResponse surface modelsen_US
dc.subjectGradient boosting regressorsen_US
dc.titleResidual Stress Prediction Of Welded Joints Using Gradient Boosting Regressionen_US
dc.typeConference objecten_US
dc.description.versionacceptedVersionen_US
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1
dc.identifier.doihttps://doi.org/10.1007/978-3-031-10525-8_4
dc.identifier.cristin1989463
dc.source.journalCommunications in Computer and Information Scienceen_US
dc.source.volume1616en_US
dc.source.issue1616en_US
dc.source.pagenumber12en_US


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