Experimental evaluation of effect of flange dimensions on shear behavior of NSC and SCC double tee beams
Other Title(s)
تقييم عملي لتأثير أبعاد الشفة (Flange) على سلوك القص للعتبات ذات المقطع π و المصنوعة من الخرسانة الاعتيادية و الخرسانة ذاتية الرص
Joint Authors
Aziz, Ali Hamid
Yusuf, Muhammad Zuhayr
Salman, Laye K.
Source
Engineering and Technology Journal
Issue
Vol. 30, Issue 17 (31 Dec. 2012), pp.3039-3053, 15 p.
Publisher
Publication Date
2012-12-31
Country of Publication
Iraq
No. of Pages
15
Main Subjects
Topics
Abstract AR
This study deals with, experimentally, the effect of flange dimensions on shear behavior of normal strength concrete (NSC) and self-compacting concrete (SCC) double Tee beams.
Twelve beam specimens as well as a series of control specimens are tested.
The beam specimens were divided into two groups (based on concrete type) and each group are divided into five subgroups (based on flange dimensions).The webs dimensions, beam depth, beam length, spacing between webs, longitudinal (tension) reinforcement and transverse reinforcement (stirrups) were kept constant in all beam specimens.
Experimental results showed that the ultimate capacity increased about (6%- 12) and (9%-20) when the flange width (dimensions) increased from (320mm) to (450mm) for NSC and SCC respectively.
Presence of large compression flange lead to increase the stiffness of tested beams due to contribution of additional concrete parts, and this leads to increase in carrying capacity.
Abstract EN
This study deals with, experimentally, the effect of flange dimensions on shear behavior of normal strength concrete (NSC) and self-compacting concrete (SCC) double Tee beams.
Twelve beam specimens as well as a series of control specimens are tested.
The beam specimens were divided into two groups (based on concrete type) and each group are divided into five subgroups (based on flange dimensions).The webs dimensions, beam depth, beam length, spacing between webs, longitudinal (tension) reinforcement and transverse reinforcement (stirrups) were kept constant in all beam specimens.
Experimental results showed that the ultimate capacity increased about (6 %- 12) and (9 %-20) when the flange width (dimensions) increased from (320mm) to (450mm) for NSC and SCC respectively.
Presence of large compression flange lead to increase the stiffness of tested beams due to contribution of additional concrete parts, and this leads to increase in carrying capacity.
American Psychological Association (APA)
Aziz, Ali Hamid& Yusuf, Muhammad Zuhayr& Salman, Laye K.. 2012. Experimental evaluation of effect of flange dimensions on shear behavior of NSC and SCC double tee beams. Engineering and Technology Journal،Vol. 30, no. 17, pp.3039-3053.
https://search.emarefa.net/detail/BIM-320701
Modern Language Association (MLA)
Yusuf, Muhammad Zuhayr…[et al.]. Experimental evaluation of effect of flange dimensions on shear behavior of NSC and SCC double tee beams. Engineering and Technology Journal Vol. 30, no. 17 (2012), pp.3039-3053.
https://search.emarefa.net/detail/BIM-320701
American Medical Association (AMA)
Aziz, Ali Hamid& Yusuf, Muhammad Zuhayr& Salman, Laye K.. Experimental evaluation of effect of flange dimensions on shear behavior of NSC and SCC double tee beams. Engineering and Technology Journal. 2012. Vol. 30, no. 17, pp.3039-3053.
https://search.emarefa.net/detail/BIM-320701
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 3053
Record ID
BIM-320701
