Title: Transfer and Development Length of Epoxy Coated and Uncoated Prestressing Strand
Date:  July-August, 1990
Volume: 35
Issue: 4
Page number: 92-103
Author(s): Thomas E. Cousins, David W. Johnston, Paul Zia
https://doi.org/10.15554/pcij.07011990.92.103

Click here to access the full journal article

Abstract

This paper presents the development of analytical equations for transfer length, flexural bond length, and development length of pretensioned strand in prestressed concrete, and compares them to  experimental results in the literature. The transfer length equation assumes a plastic zone and an elastic zone  within the transfer length. Similarly, the flexural bond length equation assumes plastic and  elastic zones, and the development length is the sum of the transfer length and flexural bond length. The analysis considers both uncoated and epoxy coated strand. A numerical example is included to show  a typical calculation for the development length of epoxy coated prestressing strand.

References

1. Cousins, T. E., Johnston, D. W., and Zia, P., "Bond of Epoxy Coated Prestressing Strand," FHW A/N C/87 -005, Center for Transportation Engineering Studies, Department of Civil Engineering, North Carolina State University, Raleigh, NC, December, 1986, 191 pp.

2. Cousins, T. E., Johnston, D. W., and Zia, P., "Transfer Length of Epoxy Coated Prestressing Strand," ACI Materials Journal, V. 87, No.3, May-June 1990,pp. 193-203.

3. Cousins, T. E., Johnston, D. W., and Zia, P., "Development Length of Epoxy Coated Prestressing Strand," ACI Materials Journal, V. 87, No.4, July-August 1990,pp. 309-318.

4. Kaar, P., LaFraugh, R., and Mass, M., "Influence of Concrete Strength on Strand Transfer Length," PCI JOURNAL, V. 5, No. 8, October 1963, pp. 47-67.

5. Hanson, N., and Kaar, P., "Flexural  Bond Tests," ACI Journal, V. 56, No. l, January, l959,pp. 783-802.

6. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI-318-83)," American Concrete Institute, Detroit, MI, 1983, 111 pp.

7. Zia, P., and Mostafa, P., "Development  Length of Prestressing Strand," PCI JOURNAL, V. 22, No. 5, SeptemberOctober 1977, pp. 54-66.

8. Martin, L., and Scott, N., "Development of Prestressing Strand in Pretensioned Members," ACI Journal, V. 73, No. 8, August 1976, pp. 453-456.

9. Guyon, Y., Prestressed Concrete, Volume 1, John Wiley and Sons, Inc., New York, N.Y., 1960.

10. Over, R. S., and Au, T., "Prestress Transfer Bond of Pretensioned Strands in Concrete," ACI Journal, Proceedings V. 62, No. 11, November 1965, pp. 1451-1460.

11. Janney, J. R., "Report on Stress Transfer Length Studies on 270 k Prestressing  Strand," PCI JOURNAL, V. 8, No.1, February 1963,pp.41-45.

12. Dorsten, V., Hunt, F., and Preston, H., "Epoxy Coated Seven-Wire Strand for Prestressed Concrete," PCI JOURNAL, V. 29, No.4, July-August 1984, pp. 120-129.