dc.contributor.author |
Kostogloudis, GC |
en |
dc.contributor.author |
Kalogridis, D |
en |
dc.contributor.author |
Ftikos, C |
en |
dc.contributor.author |
Malami, C |
en |
dc.contributor.author |
Georgali, B |
en |
dc.contributor.author |
Kaloidas, V |
en |
dc.date.accessioned |
2014-03-01T01:13:38Z |
|
dc.date.available |
2014-03-01T01:13:38Z |
|
dc.date.issued |
1998 |
en |
dc.identifier.issn |
0008-8846 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/12624 |
|
dc.subject |
Corrosion Resistance |
en |
dc.subject |
Ordinary Portland Cement |
en |
dc.subject |
Portland Cement |
en |
dc.subject |
Weight Loss |
en |
dc.subject.classification |
Construction & Building Technology |
en |
dc.subject.classification |
Materials Science, Multidisciplinary |
en |
dc.subject.other |
Corrosion resistance |
en |
dc.subject.other |
Materials testing |
en |
dc.subject.other |
Mortar |
en |
dc.subject.other |
Porosity |
en |
dc.subject.other |
Sodium chloride |
en |
dc.subject.other |
Steel corrosion |
en |
dc.subject.other |
Water |
en |
dc.subject.other |
Alinite cements |
en |
dc.subject.other |
Steel reinforced mortars |
en |
dc.subject.other |
Steel reinforcements |
en |
dc.subject.other |
Portland cement |
en |
dc.title |
Comparative investigation of corrosion resistance of steel reinforcement in alinite and Portland cement mortars |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/S0008-8846(98)00072-6 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/S0008-8846(98)00072-6 |
en |
heal.language |
English |
en |
heal.publicationDate |
1998 |
en |
heal.abstract |
The corrosion resistance of steel-reinforced mortar specimens made from alinite cement was investigated using ordinary Portland cement (OPC) specimens as reference. The specimens were prepared and exposed in three different environments: continuous exposure in tap water, interrupted exposure in tap water, and interrupted exposure in 3.5% NaCl solution. The steel weight loss and the half cell potential were measured us, exposure time, up to the age of 12 months. Pore solution extraction and analysis and porosity determination were also performed. In continuous exposure in tap water, alinite cement provided adequate protection against corrosion. In interrupted exposure in tap water, a higher corrosion was observed for alinite cement compared to OPC. In the case of interrupted exposure in 3.5% NaCl solution, the simultaneous action of free chlorides and oxygen resulted in the depassivation of steel reinforcing bars in alinite and Portland cement mortars, and led to severe corrosion effect. (C) 1998 Elsevier Science Ltd. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
Cement and Concrete Research |
en |
dc.identifier.doi |
10.1016/S0008-8846(98)00072-6 |
en |
dc.identifier.isi |
ISI:000075038100007 |
en |
dc.identifier.volume |
28 |
en |
dc.identifier.issue |
7 |
en |
dc.identifier.spage |
995 |
en |
dc.identifier.epage |
1010 |
en |