تزايد في العقدين الماضيين استخدام المواد المركبة المستحدثة كألياف البوليمرات المسلحة
بالألياف (FRP) لتقوية العناصر البيتونية و توصلت الأبحاث و كودات التصميم لاستخدام
البوليمرات المسلحة بالألياف الملصقة خارجيا على العناصر البيتونية لتزيد كفاءة قدرتها
الإنشائية. و أظهرت العلاقة الخطية للإجهاد و الانفعال للألياف انعكاسا سلبياً على المطاوعة
الكلية دون ظهور منطقة خضوع للعناصر المدعمة المقواة حتى الانهيار. فاستخدام الشرائح
المؤلفة من الألياف المكونة من استخدام الألياف الكربونية مع الألياف الزجاجية تغير من
تصرف المواد المرنة للتصرف غير المرن. و يهدف البحث لدراسة تصرف الجوائز البيتونية
المدعمة بمزيح من البوليمرات المسلحة الألياف.
In the last two decades, the use of advanced composite materials such
as Fiber Reinforced Polymers (FRP) in strengthening reinforced
concrete (RC) structural elements has been increasing. Research and
design guidelines concluded that externally bonded FRP could increase
the capacity of RC elements efficiently. However, the linear stressstrain
characteristics of FRP up to failure and lack of yield plateau have
a negative impact on the overall ductility of the strengthened RC
elements. Use of hybrid FRP laminates, which consist of a
combination of either carbon and glass fibers, or glass and aramid
fibers, changes the behavior of the material to a non-linear behavior.
This paper aims to study the performance of reinforced concrete beams
strengthened by hybrid FRP laminates.
References used
Belarbi A., Chandrashekhara K. and Watkins S. 1999, “Performance Evaluation of Fiber Reinforced Polymer Reinforcing Bar Featuring Ductility and Health Monitoring Capability”, Fourth International Symposium on Fiber Reinforced Polymers (FRP) for Reinforced Concrete Structures, Baltimore, Maryland, U.S.A., ACI SP 188-29, pp. 1-12
Collins M., and Mitchell D. 1997, “Prestressed Concrete Structures”, Response Publications, Canada, pp. 168-250
El-Afandy T., “Applications of Hybrid Fiber Reinforced Polymers in Strengthening RC Elements”, PhD Dissertation, Ain Shams University, Cairo, Egypt, 2006, 238 p
This paper makes an experimental and analytical investigation of cracks characteristics in Fiber Reinforced Polymer strengthened RC beams under different levels of sustained load and Reinforced ratio.
As the equations available for conventional RC b
Insuring structural system ductility is a main factor justifying the reduction made on design
earthquake forces. Reinforced concrete shear wall is one of the most important systems used for
earthquake resistance of buildings. In this research, many
Fiber reinforced polymer (FRP) plates have gained popularity in the strengthening of reinforced concrete (RC) members due to the high strength to weight ratio, the ease of installation and low maintenance costs compared to other systems such as steel
In this research a study was carried out to evaluate the effect of
adding random distribution plastic waste fiber inside soil on the
geotechnical properties of clayey soil. The research is based on
experimental method through many stages.
Many techniques have been used in repair and strengthening of
reinforced beam, among which are external steel beams, external
pre- stressing, epoxy injection, additional concrete overlay, external
steel plates, additional longitudinal and transver