Testing of two 50-year-old precast post-tensioned concrete bridge girders

PCI Journal

Volumn 50, Issue 3, 2005, Pages 90-95

  Eder, Rick W ^a   Miller, Richard A ^a   Baseheart, T Michael ^a   Swanson, James A ^a  

^a 705 Engineering Research Center   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEARINGS (STRUCTURAL); CIVIL ENGINEERING; CONCRETE BRIDGES; CRACK INITIATION; CRACK PROPAGATION; STRUCTURAL DESIGN; STRUCTURAL LOADS; TENSILE STRENGTH; TENSILE TESTING;

CONCRETE BRIDGE GIRDERS; CONCRETE DECK; LONGITUDINAL CRACKS; STEEL BARS;

CONCRETE BEAMS AND GIRDERS;

EID: 21644477732     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.05012005.90.95     Document Type: Review

References (4)

1. Rabbat, B. G., "25-Year-Old Prestressed Concrete Bridge Girders Tested," PCI JOURNAL, V. 29, No. 1, January-February 1984, pp. 177-179.
2. Shenoy, C. V., and Frantz, G. C., "Structural Tests of 27-Year-Old Prestressed Concrete Bridge Beams," PCI JOURNAL, V. 36, No. 5, September-October 1991, pp. 80-90.
3. Halsey, J. T., and Miller, R. A., "Destructive Testing of Two Forty-Year-Old Prestressed Concrete Bridge Beams," PCI JOURNAL, V. 41, No. 5, September-October 1996, pp. 84-93.
4. Pessiki, S., Kaczinski, M., and Wescott, H. H., "Evaluation of the Effective Prestress Force in 28-Year-Old Prestressed Concrete Bridge Beams," PCI JOURNAL, V. 41, No. 6, November-December 1996, pp. 78-89.