Flexural performance of reinforced concrete built-up beams with SIFCON
المؤلفون المشاركون
al-Nawfali, Iqbal Naim Kurkis Numan
Muhammad, Ghazwan Khalaf
Sarsam, Qays Fuad
المصدر
Engineering and Technology Journal
العدد
المجلد 38، العدد 5A (31 مايو/أيار 2020)، ص ص. 669-680، 12ص.
الناشر
تاريخ النشر
2020-05-31
دولة النشر
العراق
عدد الصفحات
12
التخصصات الرئيسية
الموضوعات
الملخص EN
The study deals with the effect of using Slurry infiltrated fiber concrete (SIFCON) with the reinforced concrete beams to explore its enhancement to the flexural capacity.
The experimental work consists of the casting of six beams, two beams were fully cast by conventional concrete (CC) and SIFCON, as references.
While the remaining was made by contributing a layer of SIFCON diverse in-depthand position, towards complete the overall depths of the built-up beam with conventional concrete CC.
Also, an investigation was done through the control specimens testing about the mechanical properties of SIFCON.
The results showed a stiffer behavior with a significant increase in load-carrying capacity when SIFCON used in tension zones.
Otherwise high ductility and energy dissipation appeared when SIFCON placed in compression zones with a slight increment in ultimate load.
The high volumetric ratio of steel fibers enabled SIFCON to magnificent tensile with the reinforced concrete beams to explore its enhancement to the flexural capacity.
The experimental work consists of the casting of six beams, two beams were fully cast by conventional concrete (CC) and SIFCON, as references.
While the remaining was made by contributing a layer of SIFCON diverse in-depthand position, towards complete the overall depths of the built-up beam with conventional concrete CC.
Also, an investigation was done through the control specimens testing about the mechanical properties of SIFCON.
The results showed a stiffer behavior with a significant increase in load-carrying capacity when SIFCON used in tension zones.
Otherwise high ductility and energy dissipation appeared when SIFCON placed in compression zones with a slight increment in ultimate load.
The high volumetric ratio of steel fibers enabled SIFCON to magnificent tensile properties
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Muhammad, Ghazwan Khalaf& Sarsam, Qays Fuad& al-Nawfali, Iqbal Naim Kurkis Numan. 2020. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal،Vol. 38, no. 5A, pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Muhammad, Ghazwan Khalaf…[et al.]. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal Vol. 38, no. 5A (2020), pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Muhammad, Ghazwan Khalaf& Sarsam, Qays Fuad& al-Nawfali, Iqbal Naim Kurkis Numan. Flexural performance of reinforced concrete built-up beams with SIFCON. Engineering and Technology Journal. 2020. Vol. 38, no. 5A, pp.669-680.
https://search.emarefa.net/detail/BIM-1236552
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 679-680
رقم السجل
BIM-1236552
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر