The effect of initial rust on the bond strength of reinforcement-Reference-Cited by-同舟云学术

The effect of initial rust on the bond strength of reinforcement

Published:2004-01 Issue:1 Volume:8 Page:35-41
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Lee Byung Duck,Kim Kook Han,Yu Hwan Gu,Ahn Tae Song

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF02829078.pdf

Reference6 articles.

1. ACI Manual of Concrete Practice (1994). “Materials and General Properties of Concrete.” ACI Manual of Concrete Practice, PART 1, pp. 222R 1-222R 30.

2. A1-Sulaimani, G.J., Kaleemullah, M., Basunbul, I.A., and Rasheeduzzafa. (1990). “Influence of Corrosion and Cracking on Bond Behavior and Strength of Reinforced Concrete Members.”ACI Structural Journal, Technical Paper, pp. 220–231.

3. ASTM G1-81 (1981). “Preparing, Cleaning, and Evaluating Corrosion Test Specimens.” ASTM Standards, pp. 829–834.

4. ASTM C234-91a (1991). “Standard Test Method for Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel”. ASTM Standards, pp. 153–157.

5. Malvar, L.J. (1995). “Tensile and Bond Properties of GFRP Reinforcing Bars.”ACI Materials Journal. Technical Paper, Title No. 92-M30, pp. 276–284.

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