Validation of stresses caused by thermal gradients in segmental concrete construction.

Details

• Creators:
  Hamilton, Homer Robert ; Consolazio, Gary R. ; Mahama, Farouk. ; Walter, David C. ; Currier, Nathan.
• Corporate Creators:
  University of Florida. Dept. of Civil and Coastal Engineering
• Corporate Contributors:
  Florida. Department of Transportation. Research Center
• Subject/TRT Terms:
  • Bridges
  • Bridge substructures
  • Bridge superstructures
  • Bridge construction
  • Thermal stresses
  • Deterioration
  • Thermal stresses
  • Concrete construction--Deterioration
• Publication/ Report Number:
  00030906
• Resource Type:
  Tech Report
• Geographical Coverage:
  Florida
• Edition:
  Final report; Aug. 2003-Oct. 2009.
• Corporate Publisher:
  University of Florida. Department of Civil and Coastal Engineering
• Abstract:
  Segmental bridges experience not only uniform temperature changes, but also nonlinear distributions of temperature (thermal gradient) through the depth of the superstructure.
• Format:
  PDF
• Funding:
  BD545-10
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/17469/dot_17469_DS1.pdf
• File Type:
  [PDF - 9.46 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:f2a7a041e03f0d44f1c910370bfed7021c986c70cfb5a8ca4ea75c0ebbaa2a13