Efficiency development of light weight high strength concrete by using carbon fibers
المؤلفون المشاركون
Abbas, Basim Jabbar
Ibrahim, Haydar Arabi
Mahdi, Muhammad Balli
المصدر
Muthanna Journal of Engineering and Technology
العدد
المجلد 7، العدد 2 (31 ديسمبر/كانون الأول 2019)، ص ص. 82-89، 8ص.
الناشر
تاريخ النشر
2019-12-31
دولة النشر
العراق
عدد الصفحات
8
التخصصات الرئيسية
الموضوعات
الملخص EN
This study aims to progress brittleness of the high strength lightweight aggregate concrete (HSLWAC) by using Porcelinite stone as light weight aggregates and silica fume with water cement ratio 0.28 to give 41.34 MPa compressive strength at 28-days and reinforced with carbon fibers.
Fifteen mixtures using in this work with three various lengths of (5mm, 10mm, and 20mm), five mixes for every length with volume fractions (0.25% , 0.5% , 1.0% , 1.5% , and 2% ) of carbon fibers.
The slump test, compression strength, flexural strength, splitting tensile strength, and modulus of elasticity were investigated to determine the mechanical properties of (HSLWAC).
The density of reference (HSLWAC) that was get through the experimental work was (1835 Kg/m3) at (28) days.
The results shown that at general, the brittleness of (HSLWAC) improved with increased the content and length of carbon fibers, The optimum properties was for mix (L5) of 20mm length and 2% of carbon fibers of 45.44 MPa, 3.21MPa, and 6.97MPa for compression strength, flexural strength, splitting tensile strength This study aims to progress brittleness of the high strength lightweight aggregate concrete (HSLWAC) by using Porcelinite stone as light weight aggregates and silica fume with water cement ratio 0.28 to give 41.34 MPa compressive strength at 28-days and reinforced with carbon fibers.
Fifteen mixtures using in this work with three various lengths of (5mm, 10mm, and 20mm), five mixes for every length with volume fractions (0.25% , 0.5% , 1.0% , 1.5% , and 2% ) of carbon fibers.
The slump test, compression strength, flexural strength, splitting tensile strength, and modulus of elasticity were investigated to determine the mechanical properties of (HSLWAC).
The density of reference (HSLWAC) that was get through the experimental work was (1835 Kg/m3) at (28) days.
The results shown that at general, the brittleness of (HSLWAC) improved with increased the content and length of carbon fibers, The optimum properties was for mix (L5) of 20mm length and 2% of carbon fibers of 45.44 MPa, 3.21MPa, and 6.97MPa for compression strength, flexural strength, splitting tensile strength respectively.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ibrahim, Haydar Arabi& Mahdi, Muhammad Balli& Abbas, Basim Jabbar. 2019. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology،Vol. 7, no. 2, pp.82-89.
https://search.emarefa.net/detail/BIM-1121858
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Abbas, Basim Jabbar…[et al.]. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology Vol. 7, no. 2 (2019), pp.82-89.
https://search.emarefa.net/detail/BIM-1121858
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ibrahim, Haydar Arabi& Mahdi, Muhammad Balli& Abbas, Basim Jabbar. Efficiency development of light weight high strength concrete by using carbon fibers. Muthanna Journal of Engineering and Technology. 2019. Vol. 7, no. 2, pp.82-89.
https://search.emarefa.net/detail/BIM-1121858
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1121858
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