Fatigue and shear behavior of HPC bulb tee girders : LTRC technical summary report.

Details

• Alternative Title:
  Fatigue and shear behavior of HPC bulb tee girders.
• Creators:
  Bruce, Robert N.
• Corporate Creators:
  Louisiana Transportation Research Center
• Subject/TRT Terms:
  • High performance concrete
  • Girders
  • Shear strength
  • Evaluation
  • Fatigue (Mechanics)
  • Prestressed concrete
  • Static loads
  • Tensile strength
  • Shear reinforcement
• Publication/ Report Number:
  LTRC technical summary report 395 ; LTRC Project. No. 00-6S ; State Project No. 736-99-0821
• Resource Type:
  Tech Report
• Geographical Coverage:
  Louisiana
• Corporate Publisher:
  Louisiana Transportation Research Center
• Abstract:
  The objectives of the research were (1) to provide assurance that full size, deep prestressed concrete girders made with HPC would perform satisfactorily under flexural fatigue, static shear, and static flexural loading conditions; (2) to determine if a higher allowable concrete tensile stress can be used in the flexural design of high strength prestressed concrete girders; and (3) to investigate the use of welded wire deformed reinforcement as an alternate to deformed bars for shear reinforcement.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/22371/dot_22371_DS1.pdf
• File Type:
  [PDF - 24.30 KB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:ba9c0773afcd7f719df2af7534c1ba0e3d7b330e649852d2deb546a10f3a724fe00a1a8985cfaca7ef2f6b2cff11d4c3d63f15c7303880fdc0235ac4394f2470