Logo do repositório
 

Integrating machine learning and Monte Carlo Simulation for probabilistic assessment of durability in RC structures affected by carbonation-induced corrosion

dc.contributor.authorFelix, Emerson F. [UNESP]
dc.contributor.authorLavinicki, Breno M.
dc.contributor.authorBueno, Tobias L. G. T. [UNESP]
dc.contributor.authorde Castro, Thiago C. C. [UNESP]
dc.contributor.authorCândido, Renan A. [UNESP]
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionInfrastructure and Territory
dc.date.accessioned2025-04-29T20:13:37Z
dc.date.issued2024-12-01
dc.description.abstractThis study introduces an original approach that integrates a machine-learning algorithm and a Monte Carlo simulation technique to evaluate the durability of reinforced concrete (RC) structures subjected to carbonation-induced corrosion. The study commences by forecasting the carbonation depth of concrete samples subjected to natural conditions, employing Artificial Neural Networks (ANNs) with the backpropagation algorithm. A database was created by gathering information from 870 literature sources, and it was utilized to build 100 ANN models with different topologies. A rigorous evaluation was conducted to identify the most efficient ANN architecture. Subsequently, the approach was applied in a case study to evaluate the design life of structures in a real scenario, thereby demonstrating its tangible value in real-world applications. In addition, a parametric study was undertaken to examine the material’s compressive strength and the thickness of the concrete cover, which influences its durability. The design life was determined using the Monte Carlo Simulation technique coupled with the ANN model, in which the probability of depassivation due to carbonation was forecasted. Findings indicate that decreasing the concrete cover by 25% would lead to a 48% decrease in the structure’s design life, highlighting the influence of accurately determining and implementing the thickness of the concrete cover for RC structures.en
dc.description.affiliationSchool of Science and Engineering Department of Civil Engineering São Paulo State University (UNESP)
dc.description.affiliationFederal University of Latin American Integration (UNILA) Latin American Institute of Technology Infrastructure and Territory
dc.description.affiliationUnespSchool of Science and Engineering Department of Civil Engineering São Paulo State University (UNESP)
dc.description.sponsorshipCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
dc.description.sponsorshipUniversidade Estadual Paulista
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipIdCAPES: 001
dc.description.sponsorshipIdUniversidade Estadual Paulista: 06/2023
dc.description.sponsorshipIdFAPESP: 2023/04364-9
dc.identifierhttp://dx.doi.org/10.1007/s41024-024-00491-7
dc.identifier.citationJournal of Building Pathology and Rehabilitation, v. 9, n. 2, 2024.
dc.identifier.doi10.1007/s41024-024-00491-7
dc.identifier.issn2365-3167
dc.identifier.issn2365-3159
dc.identifier.scopus2-s2.0-85204792378
dc.identifier.urihttps://hdl.handle.net/11449/308793
dc.language.isoeng
dc.relation.ispartofJournal of Building Pathology and Rehabilitation
dc.sourceScopus
dc.subjectConcrete carbonation
dc.subjectDurability
dc.subjectMachine learning
dc.subjectReinforcement depassivation
dc.titleIntegrating machine learning and Monte Carlo Simulation for probabilistic assessment of durability in RC structures affected by carbonation-induced corrosionen
dc.typeArtigopt
dspace.entity.typePublication

Arquivos

Coleções