Synopsis of the results from overpressurizing a reinforced concrete containment model-Reference-Cited by-同舟云学术

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Synopsis of the results from overpressurizing a reinforced concrete containment model

Published:1990-06 Issue:1 Volume:120 Page:35-42
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Horschel Daniel S.

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

Reference9 articles.

1. Axisymmetric analysis of a 1:6-scale reinforced concrete containment building using a distributed cracking model for the concrete;Weatherby,1987

2. Round-Robin pretest analyses of a 1: 6scale reinforced concrete containment model subject static internal pressurization,1987

3. Design, construction, and instrumentation of a 1/6-scale reinforced-concrete containment model;Horschel,1988

4. Construction of a 16-scale concrete containment;Horschel;Nucl. Engrg. Des.,1987

5. Design and construction of a 16-scale LWR reinforced concrete containment model;Ucciferro,1986

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of steel liner corrosion on the leak-tightness of prestressed concrete containment structure under severe accident loads;Annals of Nuclear Energy;2023-01

2. Effects of Steel Liner Corrosion on the Leak-Tightness of Prestressed Concrete Containment Structure Under Severe Accident Loads;SSRN Electronic Journal;2022

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