TECHNICAL PAPERS
Aug 1, 2006

Polyethylene Duct Cracking on Posttensioning Tendons in Florida Segmented Bridges

Publication: Journal of Materials in Civil Engineering
Volume 18, Issue 4

Abstract

During the past 20-plus years, designs based on the post-tension segmental concrete box concept have evolved to become prominent in bridge construction. Critical to the safety and longevity of such structures is the integrity of post-tensioning tendons. However, during the past five years, several Florida bridges have suffered tendon deterioration and failure because of strand corrosion at grout voids in which bleed water had accumulated. In some cases, the high-density polyethylene (HDPE) ducts within which the grouted strands reside had cracked. Although none of the tendon failures to date have been related to the HDPE duct cracking, left unaddressed moisture, chlorides, and oxygen will invariably corrode strands in the long-term. In order to assess the cause(s) and mechanism(s) of HDPE duct cracking, fatigue tests were performed upon duct samples retrieved from representative bridges and the results were compared with those from (1) material property determinations of the corresponding ducts, (2) experiments on simulated tendons that were subjected to thermal cycling, and (3) finite element analyses. Based on the outcomes, a mechanism is proposed for the duct cracking and time-to-cracking projections are made for ducts that are still sound.

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Acknowledgments

The authors are indebted to the Florida Department of Transportation (FDOT) for financial support of this research and for helpful guidance and access to structures throughout. Appreciation is expressed to Mr. George Jones, Mr. Florent David, and Miss Cynthia Baxindine for assistance with the experiments. The opinions expressed are those of the authors and not necessarily the FDOT.

References

Chandrupatla, T., and Belegundu, A. (2002). Introduction to finite elements in engineering, 3rd Ed., Prentice-Hall, N.J.
Corven Engineering. (2001). “Mid-Bay Bridge posttensioning evaluation.” Final Rep. Submitted to Florida Department of Transportation District 3.
Corven Engineering. (2002). “New directions for Florida posttensioned bridges.” Final Rep. Submitted to Florida Department of Transportation.
Ghorbanpoor, A., and Madathanapalli, S. C. (1993). “Performance of grouts for posttensioned bridge structures.” Rep. No. FHwA-RD-92-095, Federal Highway Administration, Washington, D.C.
Hartt, W. H., Hsuan, G., Suarez, J., Zhang, J., and David, F. (2005). “The role of polyethylene duct cracking in failure of posttensioning cables in Florida segmental bridges.” Final Rep. Submitted to Florida Department of Transportation on Project BD220.
Hartt, W. H., and Venugopalan, S. (2002). “Corrosion evaluation of posttensioned tendons on the Mid-Bay Bridge in Destin, Florida.” Final Rep. Submitted to Florida Department of Transportation by Florida Atlantic Univ.
Pressure Pipe Institute. (2005). “PPI listing of hydrostatic design basis (HDB), strength design basis (SDB), pressure design basis (PDB), and minimum required strength (MRS) ratings for thermoplastic piping materials or pipe.” Publication TR-4/2005, Washington, D.C.
Tabatabai, H., Ciolko, A. T., and Dickson, T. J. (2000). “Implications of test results from full-scale fatigue tests of stay cables composed of seven-wire prestressing strand.” Proc., 4th Int. Bridge Engineering Conf., Vol. 1, Transportation Research Board, National Research Council, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 18Issue 4August 2006
Pages: 581 - 587

History

Received: Jan 26, 2005
Accepted: Jun 28, 2005
Published online: Aug 1, 2006
Published in print: Aug 2006

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Notes

Note. Associate Editor: Kiang-Hwee Tan

Authors

Affiliations

Jorge Suarez
Graduate Student, Center for Marine Materials, Florida Atlantic Univ., Sea Tech Campus, 101 North Beach Road, Dania Beach, FL 33004.
Jingyu Zhang
Graduate Student, Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut Street, Philadelphia, PA 19104.
Grace Hsuan
Associate Professor, Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut Street, Philadelphia, PA 19104.
William Hartt
Professor and Director, Center for Marine Materials, Florida Atlantic Univ., Sea Tech Campus, 101 North Beach Road, Dania Beach, FL 33004.

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