Experimental study on the behavior of different types of steel fiber reinforced concrete mix of two way-slabs subjected to different heat temperature
العناوين الأخرى
دراسة عملية على سلوك مجموعة خلطات خرسانية مسلحة بألياف فولاذية للبلاطات باتجاهين معرضة لدرجات حرارة متغيرة
المصدر
Journal of Engineering and Sustainable Development
العدد
المجلد 23، العدد 1 (31 يناير/كانون الثاني 2019)، ص ص. 26-42، 17ص.
الناشر
الجامعة المستنصرية كلية الهندسة
تاريخ النشر
2019-01-31
دولة النشر
العراق
عدد الصفحات
17
التخصصات الرئيسية
العلوم الهندسية والتكنولوجية (متداخلة التخصصات)
الموضوعات
الملخص EN
This research aims to study the influence of steel fibers on the behavior of eighteen reinforced concrete (RC) slunder different temperatures.
The main investigated parameters in this paper were concrete type i.
e.
Normal-Strength Concrete (NSC), High-Strength Concrete (HSC) and Light-Weight Concrete (LWC), the effect of various parameters such as; amount of steel fiber ratio (0% and 2% ) on failure load, crack patterns, and load- deflection response, have been studied.
In these slthe amounts of reinforcements were kept constant.
The study also includes the type's failure and effect of types of concrete when all specimens are exposed to several temperature levels (25Co, 400Co, 600Co).
It showed that, there is a reduction of strength with the increase of temperature.
The test results show that as the volume of the steel fibers increase the punching shear strength increased and the presence of fibers delay the appearance of the first crack in the slab and gave less deflection than the slab without fibers.
This research aims to study the influence of steel fibers on the behavior of eighteen reinforced concrete (RC) slunder different temperatures.
The main investigated parameters in this paper were concrete type i.
e.
Normal-Strength Concrete (NSC), High-Strength Concrete (HSC) and Light-Weight Concrete (LWC), the effect of various parameters such as; amount of steel fiber ratio (0% and 2% ) on failure load, crack patterns, and load- deflection response, have been studied.
In these slthe amounts of reinforcements were kept constant.
The study also includes the type's failure and effect of types of concrete when all specimens are exposed to several temperature levels (25Co, 400Co, 600Co).
It showed that, there is a reduction of strength with the increase of temperature.
The test results show that as the volume of the steel fibers increase the punching shear strength increased and the presence of fibers delay the appearance of the first crack in the slab and gave less deflection than the slab without fibers.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Farhan, Umar Shamal. 2019. Experimental study on the behavior of different types of steel fiber reinforced concrete mix of two way-slabs subjected to different heat temperature. Journal of Engineering and Sustainable Development،Vol. 23, no. 1, pp.26-42.
https://search.emarefa.net/detail/BIM-1113829
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Farhan, Umar Shamal. Experimental study on the behavior of different types of steel fiber reinforced concrete mix of two way-slabs subjected to different heat temperature. Journal of Engineering and Sustainable Development Vol. 23, no. 1 (Jan. 2019), pp.26-42.
https://search.emarefa.net/detail/BIM-1113829
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Farhan, Umar Shamal. Experimental study on the behavior of different types of steel fiber reinforced concrete mix of two way-slabs subjected to different heat temperature. Journal of Engineering and Sustainable Development. 2019. Vol. 23, no. 1, pp.26-42.
https://search.emarefa.net/detail/BIM-1113829
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1113829
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