Effect of manufacturing process and rusting on the bond behavior of deformed bars in concrete

Cement and Concrete Composites

Volumn 26, Issue 6, 2004, Pages 735-742

  Al Negheimish, Abdulaziz I ^a   Al Zaid, Rajeh Z ^a  

^a KING SAUD UNIVERSITY   (Saudi Arabia)

Author keywords

Arabian Gulf; Bond slip; Bond stress; Concrete; Hot rolling process; Quenching process; Reinforcement; Rust

Indexed keywords

AGGREGATES; ATMOSPHERIC CHEMISTRY; BARS (METAL); BONDING; CONCRETE PRODUCTS; CONCRETE REINFORCEMENTS; CORROSION RESISTANCE; DEFORMATION; FRICTION; HOT ROLLING; QUENCHING;

ARABIAN GULF; BOND SLIP; BOND STRESS; HOT-ROLLING PROCESS; QUENCHING PROCESS; RUST;

CONCRETE CONSTRUCTION;

EID: 3142749783     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(03)00062-3     Document Type: Article

References (16)

1. Park R., Paulay T. Reinforced Concrete Structures. 1975;John Wiley & Sons, New York.
2. American Concrete Institute. Building code requirements for structural concrete. ACI 318 M-95, Detroit, MI, USA.
3. American Society for Testing and Materials. Standard specification for deformed and plain billet-steel bars for concrete reinforcement. ASTM A615M, 1990.
4. British Standard Institute. Carbon steel bars for the reinforcement of concrete. BS 4449, London, UK, 1997.
5. Kankam C. Relationship of bond stress, steel stress, and slip in reinforced concrete. ASCE J. Struct. Engng. 123(1):1997;79-85.
6. Fu X., Chung D.D.L. Effects of water cement ratio, curing age, silica fume, polymer admixtures, steel surface treatments and corrosion on the bond between concrete and steel reinforcing bars. ACI Mater. J. 95(6):1998;725-734.
7. Clarke J.L., Birjandi F.K. Bond strength for ribbed bars in lightweight aggregate concrete. Mag. Concrete Res. 45(163):1993;79-87.
8. Baldwin M., Clark L.A. The assessment of reinforcing bars with inadequate anchorage. Mag. Concrete Res. 47(171):1995;95-102.
9. Amleh L., Mirza S. Corrosion influence on bond between steel and concrete. ACI Struct. J. 96(3):1999;415-423.
10. Almusallam A., Al-Gahtani A., Aziz A., Rasheeduzzafar Effect of reinforcement corrosion on bond strength. Constr. Build. Mater. 10(2):1996;123-129.
11. Kemp E., Brezny F., Unterspan J. Effect of rust and scale on the bond characteristics of deformed reinforcing bars. ACI J. 65(9):1968;743-756.
12. Auyeung Y., Balaguru P., Chung L. Bond behavior of corroded reinforcement bars. ACI Mater. J. 97(2):2000;214-220.
13. Stanish K., Hooton R., Pantazopoulou S. Corrosion effects on bond strength in reinforced concrete. ACI Struct. J. 96(6):1999;915-921.
14. Kayali O., Yeomans S. Bond of ribbed galvanized reinforcing steel in concrete. Cement Concrete Compos. 22:2000;459-467.
15. Mahmood T, et al. Quenched rebars for reinforced structures. In: Proc. of 5th Int. Conf. on Deterioration and Repair of Reinforced Concrete in the Arabian Gulf, Bahrain, 1997;2:849-863.
16. American Society for Testing and Materials. Annual Book of ASTM Standards, Section 4- Construction. Philadelphia USA, 1992.