Stability performance of steel liner domes of nuclear reactor containment during construction-Reference-Cited by-同舟云学术

Stability performance of steel liner domes of nuclear reactor containment during construction

Published:2019-09 Issue: Volume:351 Page:60-71
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Yan Jiachuan,Cao Zhenggang,Lin Youzhu,Yang Yue,Sun Le

Funder

Harbin Institute of Technology

State key Laboratory of Hydroscience and Engineering

National Natural Science Foundation of China

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

Reference34 articles.

1. Ultimate pressure capacity of nuclear reactor containment buildings under unaged and aged conditions;Alhanaee;Nucl. Eng. Des.,2018

2. Concentration of plastic strains in steel liners due to concrete cracks in the containment wall;Anderson;Int. J. Press. Vessels Pip.,2008

3. Analytic study of the steel liner near the equipment hatch in a 1:4 scale containment model;Anderson;Nucl. Eng. Des.,2008

4. Ansys Theory Manual, Release 14.5;ANSYS Inc.,2012

5. Numerical analysis of anchorage between steel liner and prestressed nuclear containment wall;Bílý,2014

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