PRESTRESSED CONCRETE - INVESTIGATION OF SHEAR IN BRIDGE BEAMS

THE CONDUCT AND RESULTS ARE SUMMERIZED OF A SMALL SCALE LABORATORY INVESTIGATION INTO THE SHEAR-FATIGUE BEHAVIOR OF PRESTRESSED CONCRETE BEAMS. RESULTS WERE INCONCLUSIVE BECAUSE OF THE SMALL SIZE OF THE MODELS AND BECAUSE OF THE COMPLEXITY OF THE MECHANICS OF SHEAR FAILURE. /BPR/

• Supplemental Notes:
  • Hpr, C-2-64
• Corporate Authors:

  University of Florida, Gainesville

  Gainesville, FL  United States  32611

  Florida Department of Transportation

  Haydon Burns Building, 605 Suwanee Street
  Tallahassee, FL  United States  32301

  Bureau of Public Roads /US

  400 7th Street, SW
  Washington, DC  United States  20590
• Authors:
  • Self, M W
• Publication Date: 1969-7

Subject/Index Terms

• TRT Terms: Beams; Failure; Fatigue (Physiological condition); Laboratory tests; Prestressed concrete; Prestressing; Shear strength
• Uncontrolled Terms: Model tests
• Old TRIS Terms: Shear failures
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00207920
• Record Type: Publication
• Source Agency: Bureau of Public Roads /US
• Files: TRIS, STATEDOT
• Created Date: Dec 22 1994 12:00AM