Published 1993 | Version v1
Book

Leak area and leakage rate prediction for probabilistic risk assessment of concrete containments under severe core conditions

  • 1. Anatech Research Corporation, San Diego, CA (United States)
  • 2. Electric Power Research Institute, Palo Alto, CA (United States)

Description

The fundamental gap in knowledge for estimating release for probabilistic risk assessment of concrete containments subject to beyond design basis loads is in estimating leak areas and leakage rates. By evaluating the available literature and carefully studying the test results, several generic rules are postulated for leak areas and leakage rates of concrete containments. These rules, coupled with Rizkalla's theory-based leakage flow equations and empirically-based crack roughness constants, provide a realistic estimate of leak rates through liner tears in concrete containments. (author)

Part of:
Transactions of the 12. international conference on Structural Mechanics in Reactor Technology (SMiRT). Volume H: Concrete and concrete structures

Additional details

Publishing Information

Publisher
Elsevier
Imprint Place
Amsterdam (Netherlands)
ISBN
0-444-81515-5
Imprint Title
Transactions of the 12. international conference on Structural Mechanics in Reactor Technology (SMiRT). Volume H: Concrete and concrete structures
Imprint Pagination
387 p.
Journal Page Range
p. 181-186

Conference

Title
12. international conference on Structural Mechanics in Reactor Technology
Acronym
SMiRT 12
Dates
15-20 Aug 1993
Place
Stuttgart (Germany)

INIS

Country of Publication
Netherlands
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
36020933
Subject category
S42: ENGINEERING; S22: GENERAL STUDIES OF NUCLEAR REACTORS;
Resource subtype / Literary indicator
Conference
Descriptors DEI
CONCRETES; CONTAINMENT BUILDINGS; CRACKS; LEAK TESTING; MATHEMATICAL MODELS; PROBABILISTIC ESTIMATION; RISK ASSESSMENT
Descriptors DEC
BUILDING MATERIALS; BUILDINGS; CALCULATION METHODS; CONTAINMENT; MATERIALS; TESTING

Optional Information

Notes
15 refs, 3 figs, 1 tab