Methods for Strengthening Reinforced Concrete Bridge Girders Containing Poorly Detailed Flexural Steel Using Near-Surface Mounted Metallics

Many older reinforced concrete deck girder (RCDG) bridges contain straight-bar terminations of flexural reinforcement in flexural tension zones without special detailing. Common bridge design practice of the 1950s did not consider the additional demands on the terminated bars from shear and flexure. Moreover, application of modern design code provisions and use of heavier trucks contribute to insufficient bridge load ratings when evaluating flexural anchorages in existing RCDG bridges. Replacement of bridges with poor ratings due to localized deficiencies is not economically feasible and thus strengthening methods are necessary. The goal of this research was to investigate methods for strengthening deficient flexural steel anchorages using supplemental surface bonded metallic reinforcing bars. Full-scale reinforced concrete girder specimens with typical vintage details and materials were used as test specimens. The specimens were constructed with flexural anchorage deficiencies by terminating some of the embedded flexural bars past a 45° preformed diagonal crack. The terminated bars had only one-third of the code-prescribed development length past the diagonal crack. A strengthening technique called near-surface mounting (NSM) was applied to the specimens. Two metallic materials were selected for the NSM reinforcement: titanium and stainless steel. These materials were chosen because of their high strength, ductility, environmental durability, and ability to form mechanical hooks at the ends of the bars. This study found that the NSM strengthening technique with metallic materials increased the deformation and load capacity of all specimens. In addition, a case study was performed to demonstrate the flexural strengthening for the Mosier Bridge overcrossing of I84 in Oregon. The case study demonstrated that the techniques and materials applied to the girder were able to achieve the required strength and provided good deformation capacity.

• Record URL:
  http://www.oregon.gov/ODOT/Programs/ResearchDocuments/SPR750_AppendicesA.pdf
• Record URL:
  http://www.oregon.gov/ODOT/Programs/ResearchDocuments/SPR750_AppendicesB-D.pdf
• Record URL:
  http://www.oregon.gov/ODOT/Programs/ResearchDocuments/SPR750_Final_StengtheningGirders.pdf
• 
• Supplemental Notes:
  • Appendix A (39p.) and Appendices B-D (83p.) are separate documents at the provided URLs.
• Corporate Authors:

  Oregon State University, Corvallis

  School of Civil and Construction Engineering
  101 Kearney Hall
  Corvallis, OR  United States  97331-2302

  Oregon Department of Transportation

  555 13th Street NE
  Salem, OR  United States  97301

  Federal Highway Administration

  400 Seventh Street, SW
  Washington, DC  United States  20590-0003
• Authors:
  • Higgins, Christopher
  • Amneus, Deanna
  • Barker, Laura
• Publication Date: 2015-8

Language

• English

Media Info

• Media Type: Digital/other
• Edition: Final Report
• Features: Appendices; Figures; References; Tables;
• Pagination: 154p

Subject/Index Terms

• TRT Terms: Bridge anchorages; Case studies; Deformation; Flexural strength; Girders; Reinforced concrete bridges; Reinforcing bars; Structural strengthening
• Geographic Terms: Oregon
• Subject Areas: Bridges and other structures; Highways; Maintenance and Preservation; I24: Design of Bridges and Retaining Walls; I61: Equipment and Maintenance Methods;

Filing Info

• Accession Number: 01574117
• Record Type: Publication
• Report/Paper Numbers: FHWA-OR-RD-16-02
• Contract Numbers: SPR 750
• Files: TRIS, ATRI, USDOT, STATEDOT
• Created Date: Aug 27 2015 11:28AM