EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)
ELsayed, A., Soghair, H., Rashwan, M., Abou-Zied, A. (2011). EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.). EKB Journal Management System, 39(No 4), 681-696. doi: 10.21608/jesaun.2011.127691
Aly Abdel-Zaher ELsayed; Hosny M. Soghair; Mohamed M. Rashwan; Ali Mohamed Abdallah Abou-Zied. "EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)". EKB Journal Management System, 39, No 4, 2011, 681-696. doi: 10.21608/jesaun.2011.127691
ELsayed, A., Soghair, H., Rashwan, M., Abou-Zied, A. (2011). 'EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)', EKB Journal Management System, 39(No 4), pp. 681-696. doi: 10.21608/jesaun.2011.127691
ELsayed, A., Soghair, H., Rashwan, M., Abou-Zied, A. EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.). EKB Journal Management System, 2011; 39(No 4): 681-696. doi: 10.21608/jesaun.2011.127691

EFFECT OF USING METALLIC AND NON METALLIC - FIBER AND RIB GEOMETRY OF STEEL BARS ON BOND STRENGTH FOR HIGH STRENGTH CONCRETE (H. S. C.)

JES. Journal of Engineering Sciences
Article 1, Volume 39, No 4, July and August 2011, Page 681-696  XML PDF (474 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2011.127691
View on SCiNiTO View on SCiNiTO
Authors
Aly Abdel-Zaher ELsayed1; Hosny M. Soghair1; Mohamed M. Rashwan1; Ali Mohamed Abdallah Abou-Zied2
1Civil Engineering Department, Faculty of Engineering, Assuit University Assiut, Egypt.
2Engineer in the general Authority of Educational Buildings Sohag, Egypt
Abstract
The need of high strength concrete (H. S. C.) is increasing in the recent
years. This material becomes necessary, but it is brittle .So, metallic
fibers are used to enhance composite properties of (H. S. C.).The
enhanced properties include tensile strength, compressive strength,
elastic modulus, crack resistance, crack control, durability, fatigue life,
resistance to impact and abrasion, shrinkage, expansion, thermal
characteristics, and fire resistance of concrete .There is little information
in the available literature about the bond characteristics for the different
forms of rib geometry of the deformed bars on the strength between steel
and high-strength fiber-reinforced concrete for different relative rib
areas and fibers types .
The main objective of this research is to study the effect of using Metallic
and Non Metallic- Fiber and rib geometry of steel bars on bond strength
for high strength concrete (H. S. C.). Also Pattern of cracks, final mode
of failure and deformational characteristics (direct slip for pull-out)
were investigated.
Statistics
Article View: 69
PDF Download: 289