Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading
المؤلفون المشاركون
Mahdi, Wasim Hamzah
Ali, Ammar Yasir
المصدر
Journal of University of Babylon for Engineering Sciences
العدد
المجلد 25، العدد 2 (30 إبريل/نيسان 2017)، ص ص. 375-388، 14ص.
الناشر
تاريخ النشر
2017-04-30
دولة النشر
العراق
عدد الصفحات
14
التخصصات الرئيسية
الملخص EN
In this paper, shear and flexural behavior of reinforced hybrid concrete corbel-column system was experimentally investigated.
Fourteen hybrid and homogenous concrete corbel-column systemssubjected to un-symmetrical loading were constructed and tested within two test groups (A, B).
The experimental program included several variables such as: type of hybrid concrete;high strength concrete(HSC) or steel fiber reinforced concrete(SFRC), shear span to depth ratio (a/d), area of hybridization in corbel - column system.Experimental results showed significant effects of concrete hybridization on structural shear and flexural behavior including: ultimate strength, cracking loads, cracking patterns, failure modes, and ductility.
Hybridization process ingroup (A) included casting the corbel with HSC or SFRC instated of normal strength concrete (NSC).
In shear behavior corbels (a/d= 0.37), this process led to increase the shear capacity of corbel by (26%, 38%) and shear cracking loads by (20%, 120%) respectively.
Furthermore, in flexural behavior corbels (a/d= 0.74) shear capacity increased by (19%, 42%), flexural cracking loads increased by (29%, 143%) for HSC and SFRC corbels respectively.
In group (B) hybridization process included increasing the hybrid area of corbel-column system in group (A) to represent a distributed region (D-region) or decreasing it to represent hybrid corbel.
In both cases shear capacity of corbel increased with a range of (10 to 41) % for specimens hybridized monolithically with HSC, while it increased with a range of (19 to 44) % for specimens hybridized monolithically with SFRC; compared with homogenous NSC specimens having same (a/d) ratio.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. 2017. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences،Vol. 25, no. 2, pp.375-388.
https://search.emarefa.net/detail/BIM-923402
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences Vol. 25, no. 2 (2017), pp.375-388.
https://search.emarefa.net/detail/BIM-923402
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ali, Ammar Yasir& Mahdi, Wasim Hamzah. Experimental investigation for behavior of reinforced hybrid concrete corbel-column system subjected to un-symmetrical vertical loading. Journal of University of Babylon for Engineering Sciences. 2017. Vol. 25, no. 2, pp.375-388.
https://search.emarefa.net/detail/BIM-923402
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 388
رقم السجل
BIM-923402
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