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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1003883
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dc.contributor.authorCorreia, M. J.pt_BR
dc.contributor.authorSalta, M. M.pt_BR
dc.contributor.editorP. M. Vilarinhopt_BR
dc.date.accessioned2012-10-09T15:04:23Zpt_BR
dc.date.accessioned2014-10-20T16:32:43Zpt_BR
dc.date.accessioned2017-04-12T13:42:35Z-
dc.date.available2012-10-09T15:04:23Zpt_BR
dc.date.available2014-10-20T16:32:43Zpt_BR
dc.date.available2017-04-12T13:42:35Z-
dc.date.issued2006pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1003883-
dc.description.abstractThe corrosion resistance under mechanical stress can be one of the most concerning types of localized corrosion for the application of stainless steel reinforcements in concrete. This paper will assess the stress corrosion cracking susceptibility, by the slow strain rate test method (SSRT), of three austenitic stainless steel alloys: one conventional Fe-Cr-Ni base alloy and two new composition Fe-Cr-Mn base alloys adequate to the manufacturing of ribbed bars for reinforcing concrete. The SSRT results show that only one of the austenitic Fe-Cr-Mn alloys is susceptible to stress corrosion cracking while the other shows a performance similar to that of the AISI 304 stainless steel alloy.pt_BR
dc.language.isoengpt_BR
dc.publisherTrans Tech Publicationspt_BR
dc.rightsopenAccesspt_BR
dc.subjectStress corrosion crackingpt_BR
dc.subjectCorrosion preventionpt_BR
dc.subjectAustenitic stainless steelpt_BR
dc.subjectSlow strain rate testpt_BR
dc.titleStress corrosion cracking of austenitic stainless steel alloys for reinforced concretept_BR
dc.typearticlept_BR
dc.identifier.localedicaoSwitzerlandpt_BR
dc.description.figures2pt_BR
dc.description.tables2pt_BR
dc.description.pages1511-1515pppt_BR
dc.description.volume514-516pt_BR
dc.description.sectorDM/NMMpt_BR
dc.description.magazineMaterials Science Forumpt_BR
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