{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,15]],"date-time":"2026-06-15T02:38:13Z","timestamp":1781491093732,"version":"3.54.1"},"reference-count":76,"publisher":"MDPI AG","issue":"2","license":[{"start":{"date-parts":[[2026,1,8]],"date-time":"2026-01-08T00:00:00Z","timestamp":1767830400000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Materials"],"abstract":"<jats:p>This study examines how the Alkali\u2013Silica Reaction (ASR) modifies chloride transport and chloride-induced corrosion (CIC) in reinforced concrete beams. Non-reactive and reactive concrete beams were cast with blue metal and dacite aggregates and subjected to a two-stage exposure: (i) alkali-rich immersion at 38 \u00b0C to induce ASR, and (ii) impressed-current CIC and NT BUILD 492 chloride migration testing. Microstructural changes were characterized using SEM\u2013EDS and TGA. The reactive specimens developed extensive surface cracking, but after one year of ASR exposure, exhibited 47\u201353% lower non-steady-state migration coefficients (Dnssm: 7.03\u20138.02 \u00d7 10\u221212 m2\/s) than the non-reactive beam (15.09 \u00d7 10\u221212 m2\/s). After two years, Dnssm was reduced by approximately 37\u201356% (4.78\u20136.93 vs. 10.92 \u00d7 10\u221212 m2\/s). Crack mapping confirmed higher crack density and width in reactive beams, while SEM\u2013EDS and TGA evidenced Ca depletion and the formation of C\u2013(N,K)\u2013S\u2013H gels, which fill cracks and refine the pore structure. Electrical resistance monitoring showed earlier corrosion initiation in ASR-damaged beams but less pronounced resistance loss during the propagation phase. Overall, the results indicate that ASR can initially accelerate corrosion initiation through microcracking and reduced resistivity, but long-term gel deposition can partially seal transport paths and lower chloride migration under the specific conditions of this study.<\/jats:p>","DOI":"10.3390\/ma19020247","type":"journal-article","created":{"date-parts":[[2026,1,8]],"date-time":"2026-01-08T09:01:29Z","timestamp":1767862889000},"page":"247","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Chloride-Induced Corrosion Performance of ASR-Contaminated Concrete: Coupled Analysis Using Resistance Variation and NT Build 492 Method"],"prefix":"10.3390","volume":"19","author":[{"ORCID":"https:\/\/orcid.org\/0000-0001-8853-8398","authenticated-orcid":false,"given":"Tianxing","family":"Shi","sequence":"first","affiliation":[{"name":"School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, NSW 2007, Australia"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-3913-5872","authenticated-orcid":false,"given":"Shami","family":"Nejadi","sequence":"additional","affiliation":[{"name":"School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, NSW 2007, Australia"}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0003-3480-6582","authenticated-orcid":false,"given":"Harry","family":"Far","sequence":"additional","affiliation":[{"name":"School of Civil and Environmental Engineering, University of Technology Sydney (UTS), Sydney, NSW 2007, Australia"}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"1968","published-online":{"date-parts":[[2026,1,8]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","first-page":"130","DOI":"10.1016\/j.cemconres.2015.05.024","article-title":"Alkali\u2013silica reaction: Current understanding of the reaction mechanisms and the knowledge gaps","volume":"76","author":"Rajabipour","year":"2015","journal-title":"Cem. 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