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.
Get full access to this article
View all available purchase options and get full access to this article.
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).
Information & Authors
Information
Published In
Copyright
Copyright © 1983 ASCE.
History
Published online: May 1, 1983
Published in print: May 1983
Permissions
Request permissions for this article.
Authors
Affiliations
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.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.