0-5997 : structural assessment of “D” regions affected by premature concrete deterioration.

Details

• Creators:
  Bracci, Joseph M. ; Hurlebaus, Stefan ; Grasley, Zachary ; Karthik, Madhu M. ; Liu, Shih-Hsiang ; Scott, Reece M.
• Corporate Creators:
  Texas A&M Transportation Institute
• Corporate Contributors:
  United States. Federal Highway Administration
• Subject/TRT Terms:
  Alkali Silica Reactions Bents Bridge Piers Concrete Bridges D Cracking Deterioration Failure Analysis Reinforced Concrete Structural Analysis Strut And Tie Method
• Publication/ Report Number:
  0-5997
• Resource Type:
  Brief
• Geographical Coverage:
  Texas
• Corporate Publisher:
  Texas Department of Transportation. Research and Technology Implementation Office
• Abstract:
  Reinforced concrete bridge piers in Texas have
  
  shown signs of concrete deterioration in the
  
  form of map cracking within a few years after
  
  construction. The pattern cracking is associated
  
  with the deleterious effects of alkali-silica
  
  reaction (ASR) and delayed ettringite formation
  
  (DEF) within the concrete over time. The effects
  
  of premature concrete deterioration caused by
  
  ASR and/or DEF on the structural performance,
  
  in particular the end regions of structural
  
  elements known as disturbed or D-regions, is
  
  unknown. It is also not known how to take these
  
  effects into account in a commonly used design
  
  office analysis technique such as the strut-and-tie (SAT) method.
  
  
• Format:
  PDF
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:de235a0f19782116a513fbd34c12eb49589d9dd0420e792b2eeeacebe2aa15d9746eb161cb8851007b2c8e16d778f234359a6e68d12aa3c766d223fc89d83e9a
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/28764/dot_28764_DS1.pdf
• File Type:
  [PDF - 407.69 KB ]