dc.contributor.author |
Batis, G |
en |
dc.contributor.author |
Sideris, KK |
en |
dc.contributor.author |
Pantazopoulou, P |
en |
dc.date.accessioned |
2014-03-01T01:20:37Z |
|
dc.date.available |
2014-03-01T01:20:37Z |
|
dc.date.issued |
2004 |
en |
dc.identifier.issn |
0003-5599 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/15993 |
|
dc.subject |
Chloride |
en |
dc.subject |
Corrosion inhibitors |
en |
dc.subject |
Reinforced concrete |
en |
dc.subject |
Steel |
en |
dc.subject.classification |
Metallurgy & Metallurgical Engineering |
en |
dc.subject.other |
Calcium compounds |
en |
dc.subject.other |
Compressive strength |
en |
dc.subject.other |
Contamination |
en |
dc.subject.other |
Corrosion resistance |
en |
dc.subject.other |
Durability |
en |
dc.subject.other |
Mortar |
en |
dc.subject.other |
Research |
en |
dc.subject.other |
Solutions |
en |
dc.subject.other |
Steel |
en |
dc.subject.other |
Sulfur compounds |
en |
dc.subject.other |
Corrosion potential |
en |
dc.subject.other |
Specimen expansion |
en |
dc.subject.other |
Corrosion inhibitors |
en |
dc.subject.other |
calcium |
en |
dc.subject.other |
compressive strength |
en |
dc.subject.other |
corrosion inhibitor |
en |
dc.subject.other |
reinforced concrete |
en |
dc.subject.other |
steel |
en |
dc.title |
Influence of calcium nitrite inhibitor on the durability of mortars under contaminated chloride and sulphate environments |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1108/00035590410523201 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1108/00035590410523201 |
en |
heal.language |
English |
en |
heal.publicationDate |
2004 |
en |
heal.abstract |
The influence of calcium nitrite corrosion inhibitor on the durability of Portland cement mortars against sulphate solutions was investigated experimentally in the present research. For this reason, mortar specimens were produced using CEM I 42.5N cement and were immersed in different sulphate and sulphate-chloride contaminated solutions. Sulphate resistance was evaluated according to the procedure described in ASTM C1012. The properties measured were the specimens' expansion, development of compressive strength, changes in corrosion potential and corrosion current density measurements of steel-containing specimens. © Emerald Group Publishing Limited. |
en |
heal.publisher |
EMERALD GROUP PUBLISHING LIMITED |
en |
heal.journalName |
Anti-Corrosion Methods and Materials |
en |
dc.identifier.doi |
10.1108/00035590410523201 |
en |
dc.identifier.isi |
ISI:000221624400003 |
en |
dc.identifier.volume |
51 |
en |
dc.identifier.issue |
2 |
en |
dc.identifier.spage |
112 |
en |
dc.identifier.epage |
120 |
en |