Analytic study of the steel liner near the equipment hatch in a 1:4 scale containment model-Reference-Cited by-同舟云学术

Analytic study of the steel liner near the equipment hatch in a 1:4 scale containment model

Published:2008-07 Issue:7 Volume:238 Page:1641-1650
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Anderson Patrick

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

Reference13 articles.

1. Anderson, P. Concentration of plastic strains in steel liners due to concrete cracks in the containment wall, Submitted for publication.

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

3. Dameron, R.-A., Zhang, L., Rashid Y.R., Vargas, M.S., August 2000, Pretest Analysis of a 1:4-Scale Prestressed Concrete Containment Vessel Model, NRC-report, Sandia National Laboratories, NUREG/CR-6685.

4. Eurocode 2: Design of concrete structures—part 1: general rules and rules for buildings-ENV 1992-1-1.

5. Testing of large-scale concrete containment structural elements;Hanson;Nucl. Eng. Des.,1987

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