Composite Action during Construction of Steel Trapezoidal Box Girder Bridges

In steel trapezoidal box girder bridge systems, the U-shaped steel girder is designed to act compositely with the concrete deck to form a closed box for live loading. During the construction stage, however, the behavior is not well understood. The usual practice of assuming the system to be non-composite during construction requires substantial top flange bracing to form a quasi-closed box section. Composite box girders with live loading, and girders during construction, have to be evaluated during the design of curved steel trapezoidal box girder bridges. Considering both cases, the design for construction loading is the least understood and is the most important. Stresses due to construction loading can reach up to 60-70 percent of the total design stress for a given cross section. A three-phase study was undertaken to investigate the behavior of curved trapezoidal box girders during construction. In the first phase, laboratory tests were performed to investigate the shear transfer between the concrete deck and steel girder at early concrete ages (hours, not weeks). In the second phase, an easy-to-use finite element program, UTrAp, was developed for the analysis of these systems under construction loads and is documented in CTR Report 1898-3 (October 2002). The program has the capability of modeling the effects of semi-cured concrete. The third phase focused on the monitoring of two curved trapezoidal box bridges during construction. The measured forces and stresses in the field were compared with the analyses using the developed software. Findings from laboratory and field tests revealed that composite action develops at very early concrete ages. The developed software provides good correlation between measured field data and computed results.

• Record URL:
  http://www.utexas.edu/research/ctr/pdf_reports/0_1898_2.pdf
• 
• Supplemental Notes:
  • Research Project Title: Simplified Details for Trapezoidal Steel Box Beams.
• Corporate Authors:

  University of Texas, Austin

  Center for Transportation Research, 3208 Red River Street
  Austin, TX  United States  78705

  Texas Department of Transportation

  Research and Technology Implementation Office, P.O. Box 5080
  Austin, TX  United States  78763-5080

  Federal Highway Administration

  1200 New Jersey Avenue, SE
  Washington, DC  United States  20590
• Authors:
  • Topkaya, C
  • Yura, J A
  • Williamson, Eric B
  • Frank, Karl H
• Publication Date: 2005-8

Language

• English

Media Info

• Media Type: Web
• Edition: Technical Report
• Features: Appendices; Figures; Photos; References; Tables;
• Pagination: 54p

Subject/Index Terms

• TRT Terms: Box girder bridges; Construction; Field tests; Finite element method; Laboratory tests; Software; Steel; Stresses
• Uncontrolled Terms: Composite action; Construction loads; Curved trapezoidal girders; Early age concrete; Shear transfer
• Subject Areas: Bridges and other structures; Construction; Design; Highways; I24: Design of Bridges and Retaining Walls; I53: Construction of Bridges and Retaining Walls;

Filing Info

• Accession Number: 01051940
• Record Type: Publication
• Report/Paper Numbers: FHWA/TX-07/0-1898-2, Report No. 0-1898-2
• Contract Numbers: 0-1898
• Files: TRIS, USDOT, STATEDOT
• Created Date: Jun 21 2007 2:35PM