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Chloride profiles a...
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Dias Ferreira Da Silva, Nelson,1978Chalmers tekniska högskola,Chalmers University of Technology,Chalmers University of Technology, Sweden
(author)
Chloride profiles along the concrete-steel interface
- Article/chapterEnglish2013
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LIBRIS-ID:oai:research.chalmers.se:02ff725c-9b4e-4750-bc6c-88f5cf1a4996
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https://research.chalmers.se/publication/191779URI
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https://doi.org/10.1504/IJSTRUCTE.2013.050767DOI
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https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-2716URI
Supplementary language notes
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Language:English
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Summary in:English
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Subject category:art swepub-publicationtype
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Subject category:ref swepub-contenttype
Notes
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The composition and microstructure of the concrete-steelinterface influences the critical chloride content for initiation of pitting corrosion and these characteristics may differ from those of the bulk concrete. This paper describes the development of a methodology for chloride profiling along the interface by means of LA-ICP-MS. For semi-quantitative analysis, microstructure characterisation of the pitting positions and distribution and composition of the corrosion products, SEM-EDS and XRD techniques wereemployed. The results indicate that along the interface a range of chloride levels can be expected. These varied between 0.15–1.5 wt% of concrete with higher levels around the active corrosion sites. Good agreement has been foundbetween the results from LA-ICP-MS and EDS techniques. Interface defects strongly influenced the pitting corrosion. Several Fe(III) oxy-hydroxides accumulated at the aggregate-paste interface and in air voids at the cementpaste. XRD analysis suggested the presence of akaganeite and FeCl2 (rokuhnite).
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Tang, Luping,1956Chalmers tekniska högskola,Chalmers University of Technology,Chalmers University of Technology, Sweden(Swepub:cth)vbmtl
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Lindqvist, Jan ErikRISE,CBI Betonginstitutet AB
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Boubitsas, DimitriosRISE,CBI Betonginstitutet AB
(author)
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Chalmers tekniska högskolaChalmers University of Technology, Sweden
(creator_code:org_t)
Related titles
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In:International Journal of Structural Engineering4:1/2, s. 100-1121758-73281758-7336
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