Shear behavior of pretensioned high-strength concrete bridge I-girders

ACI Structural Journal

Volumn 97, Issue 1, 2000, Pages 185-192

  Ma, Zhongguo ^a   Tadros, Maher K ^b   Baishya, Mantu ^b  

^a UNIVERSITY OF ALASKA FAIRBANKS   (United States)

^b NONE

Author keywords

High strength concretes; Reinforcing steels; Shear properties; Welded wire fabric

Indexed keywords

CONCRETE BRIDGES; CONCRETES; SHEAR STRESS; WELDING;

HIGH-STRENGTH CONCRETES;

BEAMS AND GIRDERS;

EID: 0033993245     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Ma, Z.; Saleh, M.; and Tadros, M. K., "Shear Design of Stemmed Bridge Members-How Complex Should It Be?" PCI Journal, V. 42, No. 5, Sept.-Oct. 1997, pp. 88-93.
2. American Association of State Highway and Transportation Officials (AASHTO), Standard Specification for Highway Bridges, 16th Edition, 1996.
3. AASHTO LRFD, Bridge Design Specifications, 2nd Edition, American Association for State Highway and Transportation Officials, Washington, D.C., 1998.
4. ACI-ASCE Committee 326, "Shear and Diagonal Tension," ACI JOURNAL, Proceedings V. 59, No. 1-3, Jan., Feb., and Mar. 1962, pp. 1-30; 277-334; and 353-396.
5. Mattock, A. H., and Kaar, P. H., "Precast-Prestressed Concrete Bridges-4: Shear Tests of Continuous Girders," Journal of the PCA Research Development Laboratories, Jan. 1961, pp. 19-47.
6. Shahawy, M. A., and Batchelor, B., "Shear Behavior of Full-Scale Prestressed Concrete Girders: Comparison between AASHTO Specifications and LRFD Code," PCI Journal, V. 41, No. 3, May-June 1996, pp. 48-62.
7. Kaufman, M. K., and Ramirez, J. A., "Re-Evaluation of Ultimate Shear Behavior of High-Strength Concrete Prestressed I-Beams," ACI Structural Journal, V. 86, No. 4, July-Aug., 1989, pp. 376-382.
8. Englekirk, R. E., and Beres, A., "The Need to Develop Shear Ductility in Prestressed Members," Concrete International, V. 16, No. 10, Oct. 1994, pp. 49-56.