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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1000857
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dc.contributor.authorCorreia, M. J.pt_BR
dc.contributor.authorSalta, M. M.pt_BR
dc.contributor.authorFonseca, I. T. E.pt_BR
dc.contributor.editorOrganizing committee of MEDACHS 10pt_BR
dc.date.accessioned2010-09-29T11:07:49Zpt_BR
dc.date.accessioned2014-10-20T16:31:57Zpt_BR
dc.date.accessioned2017-04-12T16:28:11Z-
dc.date.available2010-09-29T11:07:49Zpt_BR
dc.date.available2014-10-20T16:31:57Zpt_BR
dc.date.available2017-04-12T16:28:11Z-
dc.date.issued2010-04pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1000857-
dc.description.abstractThe corrosion resistance of both welded and unwelded bars of Fe-Cr-Ni and Fe-Cr-Mn austenitic stainless steel alloys embedded in concrete was studied. Welded bars have been transiently either in an active or passive condition revealing its vulnerability to pitting corrosion, while unwelded bars have shown a stable passive state. The corrosion of the welded bars is mostly caused by the existence of weld surface defects, and by galvanic effects which are more considerable in the welded high manganese alloys.pt_BR
dc.description.sponsorshipFundação para a Ciência e Tecnologia (FCT), Laboratório Nacional de Engenharia Civil (LNEC), and DURATINET Project are gratefully acknowledged.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectStainless steel reinforcementpt_BR
dc.subjectNew alloyspt_BR
dc.subjectCorrosion preventionpt_BR
dc.subjectWeldingpt_BR
dc.titleCorrosion resistance evaluation of welded stainless steels in concretept_BR
dc.typeconferenceObjectpt_BR
dc.description.figures4pt_BR
dc.description.tables2pt_BR
dc.description.pages6pt_BR
dc.identifier.seminarioMEDACHS 10pt_BR
dc.identifier.localLa Rochellept_BR
dc.description.sectorDM/NMMpt_BR
dc.description.year2010pt_BR
dc.description.data28-30 de Abrilpt_BR
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