Strengthening of reinforced concrete T-beam with web opening
العناوين الأخرى
تقوية مقاومة القص لعتبات خرسانية بشكل (T) حاوية على فتحات جانبية
المؤلفون المشاركون
Abd al-Qadir, Muhammad Rauf
Bidar, Rauf Hasan
Ghafur, Kawan Karim
المصدر
Sulaimani Journal of Engineering Sciences
العدد
المجلد 4، العدد 5 (31 ديسمبر/كانون الأول 2017)، ص ص. 95-110، 16ص.
الناشر
تاريخ النشر
2017-12-31
دولة النشر
العراق
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
This study examines shear capacity of strengthened reinforced concrete T-beams with web rectangular opening.
Effect of opening orientation, presence of flange, different types of strengthening, and absence of shear reinforcement in strengthened beams are discussed and evaluated.
The experimental work consisted of testing 13 beams under single point load.
One of them considered as control beam without opening, while others are cast as beams with preplanned 100mm×200mm opening located at the web of the beam horizontally and vertically.
The results of the beams indicated that the beams with horizontal openings show reduction in the ultimate shear capacity by about 17% while for vertical opening the reduction was about 27% compared to the control beam without opening .Moreover, the presence of the flange increased the shear capacity of the beams with horizontal and vertical openings by about 11% and 34.5% respectively.
Also, the results indicated that the internal strengthening with inclined stirrups increased ultimate capacity by about 18% and 11% for horizontal and vertical openings compared to control T-beams with web opening respectively.
The CFRP strips with spacing between them increased shear capacity by about 13.5 % for horizontal opening but was not beneficial for vertical opening, also the CFRP strips for strengthening of opening made after construction were not beneficial for both types of opening and the capacity was decreased by about 11.5 % and 10.1 % for horizontal and vertical opening respectively.
Strengthened beams with CFRP strips without spacing between them strengthened the bottom chord of the opening furthermore and they were best scheme of strengthening beam with vertical opening and increased shear capacity by about 12% for both types of opening.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Bidar, Rauf Hasan& Abd al-Qadir, Muhammad Rauf& Ghafur, Kawan Karim. 2017. Strengthening of reinforced concrete T-beam with web opening. Sulaimani Journal of Engineering Sciences،Vol. 4, no. 5, pp.95-110.
https://search.emarefa.net/detail/BIM-940818
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Bidar, Rauf Hasan…[et al.]. Strengthening of reinforced concrete T-beam with web opening. Sulaimani Journal of Engineering Sciences Vol. 4, no. 5 (2017), pp.95-110.
https://search.emarefa.net/detail/BIM-940818
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Bidar, Rauf Hasan& Abd al-Qadir, Muhammad Rauf& Ghafur, Kawan Karim. Strengthening of reinforced concrete T-beam with web opening. Sulaimani Journal of Engineering Sciences. 2017. Vol. 4, no. 5, pp.95-110.
https://search.emarefa.net/detail/BIM-940818
نوع البيانات
مقالات
لغة النص
الإنجليزية
رقم السجل
BIM-940818
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