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NDE of Delayed Cracking in Pivot Steel Box Girders

M.G. Lozev
Edison Welding Institute,
1250 Arthur E. Adams Dr., Columbus, OH 43214, USA
(Formerly with VTRC, Charlottesville, VA, USA)
G.A. Washer, W.J. Wright
Federal Highway Administration,
Office of Infrastructure R&D, 300 Georgetown Pike,
McLean, VA 22101, USA
Contact

INTRODUCTION

NDE METHODS

RESULTS AND DISCUSION

CONCLUSIONS

ACKNOWLEDGMENTS

REFERENCES

  1. Johnsen, M. R. 1996. An Engineering First Bridges the York River. Welding Journal, No. 11, pp. 29-32.
  2. Bridge Welding Code. 1988. ANSI/AASHTO/AWS D1.5-88. American Association of State Highway and Transportation Officials, Washington, D.C., and American Welding Society, Miami.
  3. Lozev, M. G. 1995. Testing and Evaluation of a Prototype Portable Acoustic Emission Bridge Monitoring System. VTRC 95-RP14. Virginia Transportation Research Council, Charlottesville.
  4. Lozev, M.G., Washer, G.A., and Wright, W.J. 1997. Investigation of Delayed Cracking in Pivot Steel Box Girders. VTRC 97-R18. Virginia Transportation Research Council, Charlottesville.

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