Optimum steel fiber content of high strength pozzolime concrete
المؤلفون المشاركون
Al-Zuheriy, Ahmad Sh. J.
Hamzah, Sabirin M.
al-Attar, Tariq Salih
المصدر
Engineering and Technology Journal
العدد
المجلد 39، العدد 12 (31 ديسمبر/كانون الأول 2021)، ص ص. 1869-1874، 6ص.
الناشر
تاريخ النشر
2021-12-31
دولة النشر
العراق
عدد الصفحات
6
التخصصات الرئيسية
الموضوعات
الملخص EN
Pozzolime is a promising alternative binder, compared to Portland cement becauseof its low CO2 emission.
it is produced by mixing hydrated lime, silica fume, andfly ash.
Fiber is added to concrete to improve the durability, mechanical propertiesof the structure, and others.
In this study, high-strength Pozzolime concrete wasreinforced with hooked-end steel fiber which was added as fractions of volume of0.5, 1, 1.5, and 2% .
Optimization for fiber content was performed according to theworkability and strength of the fiber-reinforced mixture.
Obtained results showedthat the compressive strengths at 14d and 90d increased by 71.4% and 58.3% respectively when adding 1.5% steel fiber.
Correspondingly, the 14d, 28d, and 90dflexural strength of pozzolime concrete increased by 170.4% , 203.2% , and 191.4% respectively at 1.5% and a further increase in fiber content caused a reduction instrength.
The finding presented in this research confirmed that the volume fraction(1.5% ) can be considered as the optimum Pozzolime is a promising alternative binder, compared to Portland cement becauseof its low CO2 emission.
it is produced by mixing hydrated lime, silica fume, andfly ash.
Fiber is added to concrete to improve the durability, mechanical propertiesof the structure, and others.
In this study, high-strength Pozzolime concrete wasreinforced with hooked-end steel fiber which was added as fractions of volume of0.5, 1, 1.5, and 2% .
Optimization for fiber content was performed according to theworkability and strength of the fiber-reinforced mixture.
Obtained results showedthat the compressive strengths at 14d and 90d increased by 71.4% and 58.3% respectively when adding 1.5% steel fiber.
Correspondingly, the 14d, 28d, and 90dflexural strength of pozzolime concrete increased by 170.4% , 203.2% , and 191.4% respectively at 1.5% and a further increase in fiber content caused a reduction instrength.
The finding presented in this research confirmed that the volume fraction(1.5% ) can be considered as the optimum content
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Attar, Tariq Salih& Al-Zuheriy, Ahmad Sh. J.& Hamzah, Sabirin M.. 2021. Optimum steel fiber content of high strength pozzolime concrete. Engineering and Technology Journal،Vol. 39, no. 12, pp.1869-1874.
https://search.emarefa.net/detail/BIM-1320310
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Attar, Tariq Salih…[et al.]. Optimum steel fiber content of high strength pozzolime concrete. Engineering and Technology Journal Vol. 39, no. 12 (2021), pp.1869-1874.
https://search.emarefa.net/detail/BIM-1320310
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Attar, Tariq Salih& Al-Zuheriy, Ahmad Sh. J.& Hamzah, Sabirin M.. Optimum steel fiber content of high strength pozzolime concrete. Engineering and Technology Journal. 2021. Vol. 39, no. 12, pp.1869-1874.
https://search.emarefa.net/detail/BIM-1320310
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 1873-1874
رقم السجل
BIM-1320310
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