Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members
المؤلفون المشاركون
Yun, Hyun-Do
Jang, Seok-Joon
Kang, Dae-Hyun
Ahn, Kyung-Lim
Park, Wan-Shin
Kim, Sun-Woong
المصدر
International Journal of Polymer Science
العدد
المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-12، 12ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2015-11-09
دولة النشر
مصر
عدد الصفحات
12
التخصصات الرئيسية
الملخص EN
This paper addresses the effects of hooked-end steel fibre contents on the mechanical properties of high-performance concrete (HPC) and investigates the feasibility of utilizing steel fibres to simplify the complicated reinforcement detailing of critical HPC members under high shear stress.
Mechanical properties of HPCs with specified compressive strength of 60 and 100 MPa include the flow, air content, compressive strength, and flexural strength.
The effectiveness of 1.50% steel fibre content on the shear behaviour of diagonally reinforced concrete coupling beam without additional transverse reinforcement was investigated to alleviate complex reinforcing details for the full section confinement of diagonal bar groups.
The test results revealed the incorporation of steel fibres significantly affected the mechanical properties of the HPCs.
For diagonally reinforced coupling beam (SFRCCB) without additional transverse reinforcement, the addition of 1.5% steel fibre content into 60 MPa HPC coupling beam provides similar cracking and structural behaviours compared to those of diagonally reinforced coupling beam (CCB) with full section confinement details.
However, the ductility of SFRCCB was less than that of CCB.
It is recommended that both stirrups and steel fibre should be used for fully confining the diagonal bar groups of coupling beams to achieve the ductile behaviour.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Jang, Seok-Joon& Kang, Dae-Hyun& Ahn, Kyung-Lim& Park, Wan-Shin& Kim, Sun-Woong& Yun, Hyun-Do. 2015. Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members. International Journal of Polymer Science،Vol. 2015, no. 2015, pp.1-12.
https://search.emarefa.net/detail/BIM-1066849
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Jang, Seok-Joon…[et al.]. Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members. International Journal of Polymer Science No. 2015 (2015), pp.1-12.
https://search.emarefa.net/detail/BIM-1066849
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Jang, Seok-Joon& Kang, Dae-Hyun& Ahn, Kyung-Lim& Park, Wan-Shin& Kim, Sun-Woong& Yun, Hyun-Do. Feasibility of Using High-Performance Steel Fibre Reinforced Concrete for Simplifying Reinforcement Details of Critical Members. International Journal of Polymer Science. 2015. Vol. 2015, no. 2015, pp.1-12.
https://search.emarefa.net/detail/BIM-1066849
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1066849
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