Finite element analysis of deep wide-flanged pre-stressed girders to understand and control end cracking : [work plan].

Details

• Alternative Title:
  Finite element analysis of deep wide-flanged pre-stressed girders [work plan]
• Creators:
  Oliva, Michael G. ; Okumus, Pinar
• Corporate Creators:
  University of Wisconsin--Madison. Department of Civil and Environmental Engineering
• Corporate Contributors:
  Wisconsin. Dept. of Transportation. Research Coordination Section
• Subject/TRT Terms:
  Concrete Bridges Concrete Bridges--Cracking Cracking Girders Prestressed Concrete Prestressed Concrete Bridges Testing Girders--Testing
• Publication/ Report Number:
  WHRP 11-06
• Resource Type:
  Tech Report
• Geographical Coverage:
  Wisconsin
• Edition:
  Work plan.
• Corporate Publisher:
  Wisconsin Highway Research Program
• Abstract:
  Project -- Work Approach: The first phase will examine the critical problem of controlling cracking in the 82W
  
  girders. This complex problem is controlled by effects of concentrated stresses, force
  
  transfer from pre-tensioning strand, inelastic behavior of the material in the transfer
  
  region of a girder and possible sources of restraint to girder deformation. A solution must
  
  include accurate modeling of the behavior verified by experimental measurements.
  
  
• Format:
  PDF
• Funding:
  WisDOT SPR# 0092-10-12
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:18f64b4b9b3e33bfc4031df9e19a4398bed11459956829ba4fbe59153bb4c1fb89cad7c9f7dbc37800794ee524f3b66b62fb203980c97ef7c19e6f24cd62fe55
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/23565/dot_23565_DS1.pdf
• File Type:
  [PDF - 67.42 KB ]