Bond strength of self-compacting reinforced concrete beams exposed to saline water
العناوين الأخرى
قوة الربط للعتبات الخرسانية المسلحة ذاتية الرص المتعرضة إلى محلول ملحي
المؤلفون المشاركون
al-Athari, Ali Mijbil
Khidr, Ghazi Faysal
Abass, Suha Rashid
المصدر
Journal of Engineering and Sustainable Development
العدد
المجلد 23، العدد 5 (30 سبتمبر/أيلول 2019)، ص ص. 172-192، 21ص.
الناشر
الجامعة المستنصرية كلية الهندسة
تاريخ النشر
2019-09-30
دولة النشر
العراق
عدد الصفحات
21
التخصصات الرئيسية
العلوم الهندسية والتكنولوجية (متداخلة التخصصات)
الموضوعات
الملخص EN
This study includes a series of bond tests related to reinforced concrete beams with rectangular cross section (140x150) & span of 600 mm that are provided with shear reinforcement.
The specimens are tested as simply supported beams with one point load with strain reading in steel bar by strain indicator placed in a hole (recess) prepared for this purpose.
Displacement between the steel bar and the concrete at the free end of bar has been measured.
Three groups of beams have been tested to study the effect of many variables on bond strength for Self Compacting Concrete (SCC ) and conventional reinforced concrete (CC).
The variables are: [steel bar diameter (8, 12 and 16) mm, concrete compressive strength (30, 60) MPa and type of curing (tap water continuous curing, saline water wetting and drying, saline water continuous exposing) for a time of (90 days).
The study also involves the effect of each variable on bond strength and comparison between the results of all the specimens of SCC and CC bond stress-slip relationships.
The results of comparison between all specimens of SCC and CC bond stress-slip relationships show that, the CC bond strength is lower than the SCC bond strength in two cases of curing (tap water continuous, saline water continuous exposing), but in case of saline water wetting and drying, the CC bond strength is higher than SCC bond This study includes a series of bond tests related to reinforced concrete beams with rectangular cross section (140x150) & span of 600 mm that are provided with shear reinforcement.
The specimens are tested as simply supported beams with one point load with strain reading in steel bar by strain indicator placed in a hole (recess) prepared for this purpose.
Displacement between the steel bar and the concrete at the free end of bar has been measured.
Three groups of beams have been tested to study the effect of many variables on bond strength for Self Compacting Concrete (SCC ) and conventional reinforced concrete (CC).
The variables are: [steel bar diameter (8, 12 and 16) mm, concrete compressive strength (30, 60) MPa and type of curing (tap water continuous curing, saline water wetting and drying, saline water continuous exposing) for a time of (90 days).
The study also involves the effect of each variable on bond strength and comparison between the results of all the specimens of SCC and CC bond stress-slip relationships.
The results of comparison between all specimens of SCC and CC bond stress-slip relationships show that, the CC bond strength is lower than the SCC bond strength in two cases of curing (tap water continuous, saline water continuous exposing), but in case of saline water wetting and drying, the CC bond strength is higher than SCC bond strength.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Athari, Ali Mijbil& Khidr, Ghazi Faysal& Abass, Suha Rashid. 2019. Bond strength of self-compacting reinforced concrete beams exposed to saline water. Journal of Engineering and Sustainable Development،Vol. 23, no. 5, pp.172-192.
https://search.emarefa.net/detail/BIM-1114447
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Athari, Ali Mijbil…[et al.]. Bond strength of self-compacting reinforced concrete beams exposed to saline water. Journal of Engineering and Sustainable Development Vol. 23, no. 5 (Sep. 2019), pp.172-192.
https://search.emarefa.net/detail/BIM-1114447
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Athari, Ali Mijbil& Khidr, Ghazi Faysal& Abass, Suha Rashid. Bond strength of self-compacting reinforced concrete beams exposed to saline water. Journal of Engineering and Sustainable Development. 2019. Vol. 23, no. 5, pp.172-192.
https://search.emarefa.net/detail/BIM-1114447
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1114447
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