Limit‐States Design of Prestressed Concrete Pipe. II: Procedure
Publication: Journal of Structural Engineering
Volume 116, Issue 8
Abstract
A rational method for the design of prestressed concrete cylinder pipe subjected to the combined effects of external load and internal pressure is presented. This method is based on certain limit‐states criteria on serviceability, elastic limits, and strengths of the constituent materials. The design criteria and the rationale for their selection is presented in the first paper of this series. In this paper, the procedures developed for the computation of the combined loads corresponding to each design limit state are presented. The procedures include the computation of moment capacities for the thrusts resulting from prestressing and combined loads, including internal pressure, external load, and pipe and fluid weights, and a simplified method to account for moment redistribution from the invert and the crown of the pipe to the springline as the core and the coating undergo strain softening and cracking.
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References
1.
Heger, F. J., Zarghamee, M. S., and Dana, W. R. (1990). “Limit‐states design of prestressed concrete pipe: I. Criteria.” J. Struct. Engrg., ASCE, 116(8), 2083–2102.
2.
Olander, H. C. (1960). “Stress analysis of concrete pipe.” Engineering Monograph No. 6, U.S. Bureau of Reclamation, Denver, Colo.
3.
Paris, J. M. (1921). “Stress coefficients for large horizontal pipes.” Engrg. News‐Rec., 87(19), 768–771.
4.
Zarghamee, M. S. (1988). “A multilayered model for analysis of composite pipes.” Pipeline Infrastructure, Bruce A. Bennet, ed., ASCE, New York, N.Y., 136–147.
5.
Zarghamee, M. S., and Fok, K. L. (1990). “Analysis of prestressed concrete pipe under combined loads.” J. Struct. Engrg., ASCE, 116(7), 1734–1742.
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Copyright © 1990 ASCE.
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Published online: Aug 1, 1990
Published in print: Aug 1990
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