Stress corrosion cracking of austenitic stainless steel alloys for reinforced concrete

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dc.contributor.author	Correia, M. J.	pt_BR
dc.contributor.author	Salta, M. M.	pt_BR
dc.contributor.editor	P. M. Vilarinho	pt_BR
dc.date.accessioned	2012-10-09T15:04:23Z	pt_BR
dc.date.accessioned	2014-10-20T16:32:43Z	pt_BR
dc.date.accessioned	2017-04-12T13:42:35Z
dc.date.available	2012-10-09T15:04:23Z	pt_BR
dc.date.available	2014-10-20T16:32:43Z	pt_BR
dc.date.available	2017-04-12T13:42:35Z
dc.date.issued	2006	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/1003883
dc.description.abstract	The 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.iso	eng	pt_BR
dc.publisher	Trans Tech Publications	pt_BR
dc.rights	openAccess	pt_BR
dc.subject	Stress corrosion cracking	pt_BR
dc.subject	Corrosion prevention	pt_BR
dc.subject	Austenitic stainless steel	pt_BR
dc.subject	Slow strain rate test	pt_BR
dc.title	Stress corrosion cracking of austenitic stainless steel alloys for reinforced concrete	pt_BR
dc.type	article	pt_BR
dc.identifier.localedicao	Switzerland	pt_BR
dc.description.figures	2	pt_BR
dc.description.tables	2	pt_BR
dc.description.pages	1511-1515pp	pt_BR
dc.description.volume	514-516	pt_BR
dc.description.sector	DM/NMM	pt_BR
dc.description.magazine	Materials Science Forum	pt_BR