Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/746
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dc.contributor.authorZenunović, Damiren_US
dc.contributor.authorResidbegović, Nesiben_US
dc.contributor.authorFolić, Radomiren_US
dc.date.accessioned2019-09-23T10:10:46Z-
dc.date.available2019-09-23T10:10:46Z-
dc.date.issued2019-01-01-
dc.identifier.issn15833186en_US
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/746-
dc.description.abstract© 2019, Fundatia Serban Solacolu. All rights reserved. The experimental tests were carried out with the aim to develop a rapid procedure for predicting chloride penetration into concrete, without stimulating the migration of chloride ions with electricity. Pressure Penetration Test (PPT) results were compared with the results obtained using the standardized Bulk Diffusion Test (BDT). The testing was carried out on 15x15 cm concrete cubes. Chloride penetration into concrete samples was modeled by analyzing previous studies and selecting suitable mathematical models. The two models were modified by introducing chloride penetration coefficients, experimentally determined by comparing PPT and BDT chloride profiles. The study confirmed the possibility of applying the PPT procedure for the rapid prediction of chloride penetration into concrete.en
dc.relation.ispartofRevista Romana de Materiale/ Romanian Journal of Materialsen
dc.titleModels for predicting chloride ingress in concrete samples exposed to pressure penetration test (PPT) and bulk diffusion test (BDT)en_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.scopus2-s2.0-85069708527-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85069708527-
dc.description.versionPublisheden_US
dc.relation.lastpage87en
dc.relation.firstpage80en
dc.relation.issue1en
dc.relation.volume49en
item.grantfulltextnone-
item.fulltextNo Fulltext-
Appears in Collections:FTN Publikacije/Publications
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