Average force along unbonded tendons: a field study at nuclear reactor containments in Sweden-Reference-Cited by-同舟云学术

Average force along unbonded tendons: a field study at nuclear reactor containments in Sweden

Published:2005-01 Issue:1 Volume:235 Page:91-100
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Anderson Patrick,Berglund Lars-Erik,Gustavsson Jan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference6 articles.

1. Prestressed Concrete Structures;Collins,1991

2. Hill, H, 1995. Letter Report 95/13 to NRC, Concrete Containment Post-Tensioning System Aging Study, Oak Ridge, Tennessee.

3. Martinet, E., Guinet, P., Rousselle, H., Gragner L., 1997. Prestress Losses in NPP containments: the EDF expiriance, Joint WANO/OECD-NEA Workshop Prestress Loss in NPP Containments, Poitiers, France, pp. 95–114.

4. Regulatory Guide 1.35, 1990. Inservice Inspection of Ungrouted Tendons in Prestressed Concrete Containments, U.S. Nuclear Regulatory Commission, Revision 3.

5. Vives V., Ubalde L., 1997. Prestressing in Nuclear Power Plants, Anchor Lift-off Measuring System for 37 T 15 Tendons, Joint WANO/OECD-NEA Workshop Prestress Loss in NPP containments, Poitiers, France, pp. 221–232.

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