Current state of knowledge on the behavior of steel liners in concrete containments subjected to overpressurization loads-Reference-Cited by-同舟云学术

Current state of knowledge on the behavior of steel liners in concrete containments subjected to overpressurization loads

Published:1995-08 Issue:3 Volume:157 Page:481-487
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

von Riesemann W.A.,Parks M.B.

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

Reference22 articles.

1. Local study of the liner of a prestressed PWR containment in the vicinity of penetrations;Barbe;SMiRT 11,1992

2. Containment building liner plate design;Bechtel,1972

3. Analysis of separate effects tests for liner tearing in the 1:6 scale model of a reinforced concrete containment building;Bergmann;SMiRT,1993

4. Untersuchungen zur Integrität des Liners von Reaktorsicherheitshülien (Containments) in Stahlbeton- und Spannbetonbauweise;Buchardt,1980

5. A realistic structural analysis of the integrity of the liner of reinforced and prestressed concrete containments;Buchardt;SMiRT,1986

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2. Stability performance of steel liner domes of nuclear reactor containment during construction;Nuclear Engineering and Design;2019-09

3. An estimation of the effect of steel liner on the ultimate bearing capacity of prestressed concrete containment;Nuclear Engineering and Design;2018-03

4. A Numerical Analysis of the Stress-strain Behavior of Anchorage Elements and Steel Liner of a Prestressed Concrete Containment Wall;Structures;2017-11

5. Modular construction mechanics of a European pressurized reactor steel containment liner;Journal of Zhejiang University-SCIENCE A;2017-06