Testing of large-scale two-way concrete slabs reinforced with GFRP bars

C. Dulude, E. Ahmed, S. El-Gamal, B. Benmokrane

نتاج البحث: Conference contribution

15 اقتباسات (Scopus)

ملخص

Few studies were conducted to investigate the structural behavior of GFRP-reinforced concrete two-way slabs. This paper presents preliminary results of an extended research project aims to developing the FRP technology reinforcing bar for parking garage structures and to introducing design guidelines for such structures. The results of five full-scale isolated interior parking flat slabs which are part of a 20-specimen experimental program are presented and discussed. Four slabs were reinforced with GFRP bars and one reference slab was reinforced with steel. The test parameters are: (i) reinforcement type and ratio; (ii) slab thickness; (iii) column size; and (iv) compressive reinforcement. The test results showed that there was no significant difference between the specimens in term of general behavior and mode of failure.

اللغة الأصليةEnglish
عنوان منشور المضيفAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
ناشرSpringer Berlin Heidelberg
الصفحات287-291
عدد الصفحات5
رقم المعيار الدولي للكتب (المطبوع)9783642174865
المعرِّفات الرقمية للأشياء
حالة النشرPublished - 2011
منشور خارجيًانعم
الحدث5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China
المدة: سبتمبر ٢٧ ٢٠١٠سبتمبر ٢٩ ٢٠١٠

سلسلة المنشورات

الاسمAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

Other

Other5th International Conference on FRP Composites in Civil Engineering, CICE 2010
الدولة/الإقليمChina
المدينةBeijing
المدة٩/٢٧/١٠٩/٢٩/١٠

ASJC Scopus subject areas

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