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Experimental evaluation of effect of flange dimensions on shear behavior of NSC and SCC double tee beams
العناوين الأخرى
تقييم عملي لتأثير أبعاد الشفة (Flange) على سلوك القص للعتبات ذات المقطع π و المصنوعة من الخرسانة الاعتيادية و الخرسانة ذاتية الرص
المؤلفون المشاركون
Aziz, Ali Hamid
Yusuf, Muhammad Zuhayr
Salman, Laye K.
المصدر
Engineering and Technology Journal
العدد
المجلد 30، العدد 17 (31 ديسمبر/كانون الأول 2012)، ص ص. 3039-3053، 15ص.
الناشر
تاريخ النشر
2012-12-31
دولة النشر
العراق
عدد الصفحات
15
التخصصات الرئيسية
الموضوعات
الملخص 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.
الملخص 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.
نمط استشهاد جمعية علماء النفس الأمريكية (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
نمط استشهاد الجمعية الأمريكية للغات الحديثة (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
نمط استشهاد الجمعية الطبية الأمريكية (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
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes appendices : p. 3053
رقم السجل
BIM-320701
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