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Corrosion resistance evaluation of welded stainless steels in concrete

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dc.contributor.author Correia, M. J. pt_BR
dc.contributor.author Salta, M. M. pt_BR
dc.contributor.author Fonseca, I. T. E. pt_BR
dc.contributor.editor Organizing committee of MEDACHS 10 pt_BR
dc.date.accessioned 2010-09-29T11:07:49Z pt_BR
dc.date.accessioned 2014-10-20T16:31:57Z pt_BR
dc.date.accessioned 2017-04-12T16:28:11Z
dc.date.available 2010-09-29T11:07:49Z pt_BR
dc.date.available 2014-10-20T16:31:57Z pt_BR
dc.date.available 2017-04-12T16:28:11Z
dc.date.issued 2010-04 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1000857
dc.description.abstract The 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.sponsorship Fundação para a Ciência e Tecnologia (FCT), Laboratório Nacional de Engenharia Civil (LNEC), and DURATINET Project are gratefully acknowledged. pt_BR
dc.language.iso eng pt_BR
dc.rights openAccess pt_BR
dc.subject Stainless steel reinforcement pt_BR
dc.subject New alloys pt_BR
dc.subject Corrosion prevention pt_BR
dc.subject Welding pt_BR
dc.title Corrosion resistance evaluation of welded stainless steels in concrete pt_BR
dc.type conferenceObject pt_BR
dc.description.figures 4 pt_BR
dc.description.tables 2 pt_BR
dc.description.pages 6 pt_BR
dc.identifier.seminario MEDACHS 10 pt_BR
dc.identifier.local La Rochelle pt_BR
dc.description.sector DM/NMM pt_BR
dc.description.year 2010 pt_BR
dc.description.data 28-30 de Abril pt_BR


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