Nonlinear analysis of external prestressed reinforced concrete beams with BFRP and CFRP
المؤلف
المصدر
Journal of University of Babylon for Engineering Sciences
العدد
المجلد 25، العدد 2 (30 إبريل/نيسان 2017)، ص ص. 604-616، 13ص.
الناشر
تاريخ النشر
2017-04-30
دولة النشر
العراق
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
The traditional strengthening methods for concrete structure (girders, beams, columns….) consuming time and could be an economical, a new modern repair methods using the Carbon Fiber Reinforced Polymers (CFRP) and Basalt Fiber Reinforced Polymer (BFRP) as a laminate strips or bars,and considered a competitive solution that will increase the life-cycle of repaired structures.
This study investigated the strengthen reinforced concrete girder.
Nonlinear analysis have been adopted to the models using FEM analysis (ANSYS) to simulate the theoretical results compared with experimental results.Using finite element packages, more efficient and better analyses can be made to fully understand the response of individual structural components and their contribution to a structure as a whole.Three type of material are used in this study as an external prestressed wire (steel, CFRP and BFRP).
The prestressed beam is modeled as simply supported beam with two concentrated point load.
The results showed that all tested strengthening beam increased the load carryingcapacity of the beams depend on prestressing force.
Obtained Result was compared for different type of beam.This study also was enlarged to include using CFRP and BFRPbarwhich are light weight and moredurable, lead to ease of handling and maintenance.
The research conducted analytical work to evaluate the effectiveness of concrete beams reinforced normally by the use of CFRP and BFRP bars.
The results showed a significant gain in the beam’s ultimate capacities using CFRP bars comparing with beam reinforced with BFRP bar and reference beam
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Husayn, Halim Kazim. 2017. Nonlinear analysis of external prestressed reinforced concrete beams with BFRP and CFRP. Journal of University of Babylon for Engineering Sciences،Vol. 25, no. 2, pp.604-616.
https://search.emarefa.net/detail/BIM-923283
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Husayn, Halim Kazim. Nonlinear analysis of external prestressed reinforced concrete beams with BFRP and CFRP. Journal of University of Babylon for Engineering Sciences Vol. 25, no. 2 (2017), pp.604-616.
https://search.emarefa.net/detail/BIM-923283
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Husayn, Halim Kazim. Nonlinear analysis of external prestressed reinforced concrete beams with BFRP and CFRP. Journal of University of Babylon for Engineering Sciences. 2017. Vol. 25, no. 2, pp.604-616.
https://search.emarefa.net/detail/BIM-923283
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 615-616
رقم السجل
BIM-923283
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