Long-term performance of steel reinforcing bars in portland cement concrete and concrete incorporating moderate and high volumes of ASTM class F Fly ash

ACI Structural Journal

Volumn 97, Issue 4, 2000, Pages 409-417

  Malhotrai, V M ^a   Zhang, M H ^a   Leaman, G H ^a  

^a NONE

Author keywords

Concrete; Corrosion; Fly ash; Reinforcement

Indexed keywords

COMPRESSIVE STRENGTH; CONCRETE REINFORCEMENTS; CORROSION RESISTANCE; CURING; FLY ASH; MIXTURES; PONDING; PORTLAND CEMENT; STEEL;

CALCIUM CHLORIDE; FLY ASH CONCRETE MIXTURES; SLAB; STEEL REINFORCING BARS; WATER CEMENTITIOUS MATERIALS;

CONCRETES;

EID: 0034236970     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. Mehta, P. K., and Monteiro, P. J. M., Concrete: Structures, Properties and Materials. 2nd Edition, Prentice Hall, Englewood Cliffs, N.J., 1993.
2. ACI Committee 201, "Guide to Durable Concrete (AGI 201.2R-92)," American Concrete Institute, Farmington Hills, Mich., 1992,41 pp.
3. Bilodeau, A.; Sivasundaram, V.; Painter, K. E.; and Malhotra, V. M., "Durability of Concrete Incorporating High Volumes of Fly Ash from Sources in U.S.," ACIMaterials Journal, V. 91, No. 1, Jan.-Feb. 1994, pp. 3-12.
4. Brown, R. D., "Design Prediction of the Life of Reinforced Concrete in Marine and Other Chloride Environments," Durability of Building Materials, V. 3, Elsevier Scientific Publishing Co., Amsterdam, 1982.