Publication:
Effects of bar-placement conditions on steel-concrete bond

dc.contributor.authorSöylev, Tayfun Altuğ
dc.contributor.authorFrancois, Raoul
dc.contributor.authorIDTR25012tr_TR
dc.date.accessioned2016-04-19T12:30:22Z
dc.date.available2016-04-19T12:30:22Z
dc.date.issued2006-03
dc.description.abstractVertical sections exhibit a variety of factors that affect the bond between the embedded steel bars and the concrete, like casting position, concrete characteristics, and compaction procedure. The results obtained in this project indicate that bond strength decreases if the concrete depth below the horizontal bar increases, primarily because of the water-stop effect underneath the bar, and of the settlement of fresh concrete. This effect increases for larger values of water content and water-cement ratio (w/c), which normally cause an increase in slump, and a decrease in stability of concrete (resistance to bleeding, settlement, and segregation). However, very good bond properties were achieved by using self-compacting concrete (SCC) tested versus standard concrete mixes, is a demonstration that in the case of SCC higher slump values do not mean lower bond properties.tr_TR
dc.identifier.scopus2-s2.0-33745434974
dc.identifier.urihttp://hdl.handle.net/11413/1004
dc.identifier.wos243151000009
dc.language.isoen
dc.publisherSPRINGER, VAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDS
dc.relationMATERIALS AND STRUCTUREStr_TR
dc.subjectself-compacting concretetr_TR
dc.subjectreinforcementtr_TR
dc.subjectkendiliğinden yerleşen betontr_TR
dc.subjecttakviyetr_TR
dc.titleEffects of bar-placement conditions on steel-concrete bondtr_TR
dc.typeArticle
dspace.entity.typePublication
local.indexed.atWOS
local.indexed.atScopus

Files

License bundle

Now showing 1 - 1 of 1
Placeholder
Name:
license.txt
Size:
1.71 KB
Format:
Item-specific license agreed upon to submission
Description: