Factors Affecting the Design Thickness of Bridge Slabs: Results of Static and Fatigue Test

Details

• Creators:
  Burns, Ned H. ; Klingner, Richard E. ; Kim, Jubum
• Corporate Creators:
  University of Texas at Austin. Center for Transportation Research
• Corporate Contributors:
  Texas Department of Transportation. Research and Technology Implementation Office ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  • Shear tests
  • Static loads
  • Fatigue tests
  • Cast in place structures
  • Bridge decks
  • Precast concrete
  • Prestressed concrete bridges
  • Thickness
  • Punching shear behavior
  • pulsating
  More +
• Publication/ Report Number:
  FHWA{TX-95-1305-2
• Resource Type:
  Tech Report
• Geographical Coverage:
  Texas ; United States
• Edition:
  Interim
• Corporate Publisher:
  University of Texas at Austin. Center for Transportation Research
• Abstract:
  The punching shear behavior of concrete bridge decks under static, pulsating fatigue, and rolling fatigue loads was studied using analytical and experimental models. In this report, study results are presented for static and pulsating fatigue loads on cast-in-place and precast, prestressed panel bridge decks. Complete study conclusions will be presented and discussed in the final project report.
• Format:
  PDF
• Funding:
  0-1305
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/86251/dot_86251_DS1.pdf
• File Type:
  [PDF - 729.58 KB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:60e30eab8c264da997529bb69441d156b6f8a10968237347cf0ad643b2f70aee41510d3836c871cdca08c06f600748bc44256087f5522096646b42e2c273bb48