Skip to Main Content
Skip Nav Destination

Commentary on Article CC-3000 Design

By
T. E. Johnson
T. E. Johnson
Search for other works by this author on:
B. Hovis
B. Hovis
Search for other works by this author on:
O. Jovall
O. Jovall
Search for other works by this author on:
J. Munshi
J. Munshi
Search for other works by this author on:
ISBN:
9780791861066
No. of Pages:
120
Publisher:
ASME Press
Publication date:
2016

The information presented in the paper is based on the testing documented in items: (a) and (b) below. Tests were performed on concrete end anchorage regions for prestressing tendons with ultimate strengths of approximately 8900 kN. One test structure simulated a full scale concrete containment buttress and the other two test specimens were concrete blocks. The behavior of the test structure and specimens, when subjected to loading, was monitored by strain gages and dial gages. The testing illustrated that all of the amounts of reinforcing tested should be acceptable for the end anchor zones of large tendons presently used in...

[F-1]
Summary Testing of Large Prestressing Tendon End Anchor Regions, Theodore E. Johnson, Bechtel Power Corporation, September 1973, Paper 148 Experience in the Design, Construction, and Operation of Prestressed Concrete Pressure Vessels and Containments for Nuclear Reactors, University of York, September 1975
This content is only available via PDF.
You do not currently have access to this chapter.
Close Modal

or Create an Account

Close Modal
Close Modal