Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model
المؤلفون المشاركون
Kang, Jae-Yoon
Jung, Woo-Tai
Park, Jong-Sup
Keum, Moon-seoung
المصدر
Advances in Materials Science and Engineering
العدد
المجلد 2017، العدد 2017 (31 ديسمبر/كانون الأول 2017)، ص ص. 1-16، 16ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2017-02-12
دولة النشر
مصر
عدد الصفحات
16
الملخص EN
FRP (fiber reinforced polymer) has found wide applications as an alternative to steel rebar not only for the repair and strengthening of existing structures but also for the erection of new structures.
Near-surface mounted (NSM) strengthening was introduced as an alternative of externally bonded reinforcement (EBR) but this method also experiences early bond failure, which stresses the importance of predicting accurately the bond failure behavior in order to evaluate precisely the performance of NSM reinforcement.
This study proposes the equivalent section model assuming monolithic behavior of the filler and CFRP reinforcement.
This equivalent section model enables establishing a bond failure model applicable independently of the sectional shape of the CFRP reinforcement.
This so-derived bond failure model is then validated experimentally by means of beams flexure-strengthened by NSM CFRP reinforcements with various cross-sections.
Finally, analytical analysis applying the bond failure model considering the equivalent section and defined failure criteria is performed.
The results show the accuracy of the prediction of the failure mode as well as the accurate prediction of the experimental results regardless of the sectional shape of the CFRP reinforcement.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Jung, Woo-Tai& Park, Jong-Sup& Kang, Jae-Yoon& Keum, Moon-seoung. 2017. Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model. Advances in Materials Science and Engineering،Vol. 2017, no. 2017, pp.1-16.
https://search.emarefa.net/detail/BIM-1125005
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Jung, Woo-Tai…[et al.]. Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model. Advances in Materials Science and Engineering No. 2017 (2017), pp.1-16.
https://search.emarefa.net/detail/BIM-1125005
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Jung, Woo-Tai& Park, Jong-Sup& Kang, Jae-Yoon& Keum, Moon-seoung. Flexural Behavior of Concrete Beam Strengthened by Near-Surface Mounted CFRP Reinforcement Using Equivalent Section Model. Advances in Materials Science and Engineering. 2017. Vol. 2017, no. 2017, pp.1-16.
https://search.emarefa.net/detail/BIM-1125005
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1125005
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