TECHNICAL PAPERS
May 1, 1983

Delaminated Prestressed Concrete Dome: Investigation and Repair

Publication: Journal of Structural Engineering
Volume 109, Issue 5

Abstract

A description of the discovery of the delamination of the 3‐ft (76‐m) thick concrete dome portion of a nuclear power plant containment. An investigation was made as to the causes of the delamination, the strength of the delaminated structure, and repair techniques. Repairs were made consisting of epoxy injection of cracks in the lower 2 ft (51 m) of the dome, providing radial anchors between the lower portion of the dome and the upper “cap,” the delaminated portion, which was removed and replaced with new concrete.

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References

1.
Turkey Point Unit 3 Containment Dome, Delamination of the Dome Concrete During Post‐Tensioning, Docket 50–250, U.S. Nuclear Regulatory Commission.
2.
Malhotra, V. M., “Concrete Rings for Determining Tensile Strength of Concrete,” Journal of the American Concrete Institute, Vol. 64, No. 4, Apr., 1970, pp. 354–357.
3.
Timoshenko, S., and Goodier, J. N., “Theory of Elasticity,” 2nd ed., McGraw‐Hill Book Co., Inc., New York, N.Y., 1951, pp. 58–66.
4.
Section CC 3540—Radial Reinforcement Commentary Draft, Attachment 1, 5‐19‐77 Working Group Concrete Containments, American Society of Mechanical Engineers, Section III, Rev. 2 (ASME‐ACI 359).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 5May 1983
Pages: 1235 - 1249

History

Published online: May 1, 1983
Published in print: May 1983

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Frederick L. Moreadith, M. ASCE
Mgr. of Engrg., Power Div., Gilbert/Commonwealth, Reading, Pa.
Richard E. Pages, F. ASCE
Asst. Mgr., Tech., Struct. Dept., Power Div., Gilbert/Commonwealth, Reading, Pa.

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