FINITE ELEMENT EVALUATION OF THE STRUCTURAL INTEGRITY OF COMPOSITE CONCRETE-STEEL BRIDGE DECKS

The Virginia Department of Transportation (VDOT) is currently interested in the development of efficient and economical procedures to evaluate the structural integrity of existing bridge structures. The present project presents a finite-element-based methodology for the evaluation of the structural integrity of composite bridge decks. For purposes of illustrating the methodology, the New River Bridge along I-81 was used. The VDOT is interested in the evaluation of the structural integrity of this particular bridge. This bridge has an unusual composite concrete-steel deck. This bridge presents severe deterioration problems in the deck. The project entailed the development of a finite element model using ANSYS, the instrumentation of one of the spans of the bridge, and a load test. Actual strains in the girders of the bridge were measured and the results compared with those corresponding to the finite element model. The frequencies corresponding to the first and second modes of vibration of the particular span being studied were also measured in the field. These first two fundamental frequencies and the corresponding modes of vibration were also numerically estimated using ANSYS. Even though the field tests and the numerical results for these two frequencies correlate well, the former were found to be lower than the latter. This was taken as an indication that the bridge is currently loosing composite action. It was then concluded that unless extensive repairs are made, the bridge will continue to deteriorate until failure.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 22 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00979931
  • Record Type: Publication
  • Report/Paper Numbers: UVACTS-14-13-8,, Final Report,, UVA/29472/CE01/104
  • Contract Numbers: CE-PSU-0703-01
  • Files: TRIS, USDOT
  • Created Date: Oct 4 2004 12:00AM