Deflection behaviour of concrete beams reinforced with different types of GFRP bars

S. El-Gamal, B. AbdulRahman, B. Benmokrane

نتاج البحث

2 اقتباسات (Scopus)

ملخص

GFRP bars are non noncorrosive reinforcing materials having relatively lower tensile modulus compared to steel. The design of flexural concrete members reinforced with GFRP bars are usually governed by serviceability limits, deflection, and crack width. This paper describes an experimental study conducted to investigate the deflection behavior of concrete beams reinforced with GFRP bars. The bars came from three different manufacturers. A total of 8 beams measuring 4250 mm long ×200 mm wide×400 mm deep were built and tested up to failure under four-point bending. The study?s main parameters were reinforcement type (GFRP and steel) and amount (three reinforcement ratios). The midspan deflection of all the beams tested were recorded and compared. The test results were used to assess the equations in different FRP codes and guidelines.

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
الصفحات279-282
عدد الصفحات4
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
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

  • ???subjectarea.asjc.3100.3110???

بصمة

أدرس بدقة موضوعات البحث “Deflection behaviour of concrete beams reinforced with different types of GFRP bars'. فهما يشكلان معًا بصمة فريدة.

قم بذكر هذا