سلوك العتبات المصنعة من الخرسانة المحورة بالبوليمروالخالية من الركام الناعم

Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/4909

Full metadata record

DC Field	Value	Language
dc.contributor.author	الحديثي،, عبدالقادر اسماعيل عبدالوهاب	-
dc.contributor.author	النجم،, خالد بتال	-
dc.contributor.author	ذاكر, طارق علي	-
dc.date.accessioned	2022-10-22T09:16:34Z	-
dc.date.available	2022-10-22T09:16:34Z	-
dc.date.issued	2007	-
dc.identifier.issn	1992-7428	-
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/4909	-
dc.description.abstract	This research includes a study of the behavior of beams made from No-fine concrete using 10 maximum size of aggregate and improved by SBR polymer. From test results, the effect of addition of polymer to concrete leads to improved compressive and flexural strengths, The beams improved by polymer failed under loads more than the beams which were made from reference concrete. The percentage increases in compressive strength for No-fines polymer concrete compared with reference concrete were (41%, 58, 38%) for ages (3,7,28) days respectively.	en_US
dc.language.iso	other	en_US
dc.subject	No-fine concrete, SBR polymer, reinforced concrete beam	en_US
dc.title	سلوك العتبات المصنعة من الخرسانة المحورة بالبوليمروالخالية من الركام الناعم	en_US
dc.type	Article	en_US
Appears in Collections:	الهندسة المدنية

Files in This Item:

File	Description	Size	Format
خلاصة بحث رقم 45.pdf		177.84 kB	Adobe PDF	View/Open