A novel prediction model for durability properties of concrete modified with steel fiber and Silica Fume by using Hybridized GRELM

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Özet

The service life performance of conventional and modified concrete subjected to harsh climatic condition environment is directly related to durability properties of concrete like abrasion, freezing and thawing cycles. These properties are critical issues that should be predicted before performing experimental test. On this basis, the basic purpose of this paper is to predict the abrasion loss, freezing and thawing properties of concrete modified with silica fume (SF) and steel fiber (SFb) by using mix design and additional properties. From this point of view, a conducted experimental study was selected as a case study. In the control concrete (CC) mixtures, Portland cement, crushed stone aggregate, and superplasticizer (SP) were used in the selected experimental study. SP in concrete mixtures was used in the amounts of 1.0%, 1.5%, and 2.0% by weight of cement, and so modified concrete was produced with and without SFb according to the target strength of C25. Furthermore, SF and SFb were used in different amounts to modify the concrete. The SF was replaced with cement in the amounts of 7.5%, 10.0%, and 15.0%. In total, 16 different mix designs were prepared with different SP and SF ratios. In addition, SFb was added to all mixtures of designed concrete at a constant amount of 65 kg/m3. Additionally, a 16-mix design was prepared with SFb. Cumulatively, 32 different mix designs were prepared for the experimental study. Tests on the fresh, hardened, and life-cycle performance properties of the concrete were conducted. As for the metaheuristic part of this study, on the basis of the available experimental data, life-cycle performance parameters of the concrete modified with SF and SFb are predicted by using single and hybrid generalized extreme learning machine methods. Eight different data sets were generated with gradually extended input data. Two different outputs were considered: abrasion resistance (AL) and freezing/thawing (FT). Particle Swarm Optimization (PSO) and Grey Wolf Optimization (GWO) algorithms were used to produce binary and ternary hybrid methods. Four different models were proposed as listed: single use of Generalized Extreme Learning Machine (GRELM), binary use of GRELM-PSO, and GRELM-GWO. Finally, PSO and GWO were hybridized and integrated into GRELM. Two quality indicators, namely Root Mean Square Error (RMSE) and correlation of determination (R2), were considered to see the performance of the prediction. The results showed that the proposed ternary prediction model composed of GRELM-PSO-GWO provided more accurate results in all sets from 74% to 91% by extending input parameters, even if complicated parameters are inserted in as an input to the data set.

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dc.contributor.authorCemalgil, Selim
dc.contributor.authorGül, Enes
dc.contributor.authorOnat, Onur
dc.contributor.authorYılmaz Aruntaş, Hüseyin
dc.date.accessioned2026-10-28T14:56:08.371675010Z
dc.date.available2026-10-28T14:56:08.371675010Z
dc.date.issued2022
dc.description.abstractThe service life performance of conventional and modified concrete subjected to harsh climatic condition environment is directly related to durability properties of concrete like abrasion, freezing and thawing cycles. These properties are critical issues that should be predicted before performing experimental test. On this basis, the basic purpose of this paper is to predict the abrasion loss, freezing and thawing properties of concrete modified with silica fume (SF) and steel fiber (SFb) by using mix design and additional properties. From this point of view, a conducted experimental study was selected as a case study. In the control concrete (CC) mixtures, Portland cement, crushed stone aggregate, and superplasticizer (SP) were used in the selected experimental study. SP in concrete mixtures was used in the amounts of 1.0%, 1.5%, and 2.0% by weight of cement, and so modified concrete was produced with and without SFb according to the target strength of C25. Furthermore, SF and SFb were used in different amounts to modify the concrete. The SF was replaced with cement in the amounts of 7.5%, 10.0%, and 15.0%. In total, 16 different mix designs were prepared with different SP and SF ratios. In addition, SFb was added to all mixtures of designed concrete at a constant amount of 65 kg/m3. Additionally, a 16-mix design was prepared with SFb. Cumulatively, 32 different mix designs were prepared for the experimental study. Tests on the fresh, hardened, and life-cycle performance properties of the concrete were conducted. As for the metaheuristic part of this study, on the basis of the available experimental data, life-cycle performance parameters of the concrete modified with SF and SFb are predicted by using single and hybrid generalized extreme learning machine methods. Eight different data sets were generated with gradually extended input data. Two different outputs were considered: abrasion resistance (AL) and freezing/thawing (FT). Particle Swarm Optimization (PSO) and Grey Wolf Optimization (GWO) algorithms were used to produce binary and ternary hybrid methods. Four different models were proposed as listed: single use of Generalized Extreme Learning Machine (GRELM), binary use of GRELM-PSO, and GRELM-GWO. Finally, PSO and GWO were hybridized and integrated into GRELM. Two quality indicators, namely Root Mean Square Error (RMSE) and correlation of determination (R2), were considered to see the performance of the prediction. The results showed that the proposed ternary prediction model composed of GRELM-PSO-GWO provided more accurate results in all sets from 74% to 91% by extending input parameters, even if complicated parameters are inserted in as an input to the data set.
dc.description.sponsorshipScientific Research Projects Committee of Gazi University, (07/2002-39)
dc.identifier.articlenumber127856
dc.identifier.doi10.1016/j.conbuildmat.2022.127856
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85130696537
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/munzur/3039
dc.identifier.volume341
dc.identifier.wosWOS:000805865400002
dc.language.isoen
dc.publisherElsevier Ltd
dc.relation.ispartofConstruction and Building Materials
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAbrasion resistance
dc.subjectFreezing-thawing
dc.subjectGeneralized extreme learning machine
dc.subjectGrey wolf optimization
dc.subjectLife-cycle performance prediction
dc.subjectModified concrete
dc.subjectParticle swarm optimization
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering, Civil
dc.subject.classificationMaterials Science, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationMaterials Science
dc.subject.otherAbrasion
dc.subject.otherAggregates
dc.subject.otherConcrete mixtures
dc.subject.otherDurability
dc.subject.otherErosion
dc.subject.otherFly ash
dc.subject.otherForecasting
dc.subject.otherMachine learning
dc.subject.otherMixtures
dc.subject.otherPortland cement
dc.subject.otherSilica fume
dc.subject.otherSwarm intelligence
dc.subject.otherThawing
dc.subject.otherWear resistance
dc.subject.otherFreezing/thawing
dc.subject.otherGeneralized extreme learning machine
dc.subject.otherGray wolf optimization
dc.subject.otherGray wolves
dc.subject.otherLife-cycle performance
dc.subject.otherLife-cycle performance prediction
dc.subject.otherMix designs
dc.subject.otherModified concrete
dc.subject.otherOptimisations
dc.subject.otherPerformance prediction
dc.subject.otherParticle swarm optimization (PSO)
dc.titleA novel prediction model for durability properties of concrete modified with steel fiber and Silica Fume by using Hybridized GRELM
dc.typeArticle
rdl.citation.openalex25
rdl.citation.scopus28
rdl.citation.wos22
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)