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    Safety Control of Prestressing in Nuclear Plants

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author:
    Juan José Egozcue
    ,
    Antonio Aguado
    DOI: 10.1061/(ASCE)0733-9445(1995)121:11(1722)
    Publisher: American Society of Civil Engineers
    Abstract: Programs for the safety control of nuclear power plants include those that check the prestressing forces in the containment by pullout testing. The selection of the range of tolerance for stresses may be approached as a decision problem in a context of uncertainty. A priori analysis of this decision is made by assuming several simplifications of both the possible actions and the random states that may arise. This analysis shows that the pullout tests, carried out to check the state of prestressing of the containment structure of nuclear power plants, may show to be excessively costly if the ranges of tolerance are strict; if they are wide, these tests are unlikely to fulfill their purpose. This analysis also reveals that the position of nuclear authorities with regard to technically unjustified shutdowns of plants can influence significantly the optimal range of tolerance for stresses in pullout tests of tendons.
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      Safety Control of Prestressing in Nuclear Plants

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32136
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    contributor authorJuan José Egozcue
    contributor authorAntonio Aguado
    date accessioned2017-05-08T20:55:47Z
    date available2017-05-08T20:55:47Z
    date copyrightNovember 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A11%281722%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32136
    description abstractPrograms for the safety control of nuclear power plants include those that check the prestressing forces in the containment by pullout testing. The selection of the range of tolerance for stresses may be approached as a decision problem in a context of uncertainty. A priori analysis of this decision is made by assuming several simplifications of both the possible actions and the random states that may arise. This analysis shows that the pullout tests, carried out to check the state of prestressing of the containment structure of nuclear power plants, may show to be excessively costly if the ranges of tolerance are strict; if they are wide, these tests are unlikely to fulfill their purpose. This analysis also reveals that the position of nuclear authorities with regard to technically unjustified shutdowns of plants can influence significantly the optimal range of tolerance for stresses in pullout tests of tendons.
    publisherAmerican Society of Civil Engineers
    titleSafety Control of Prestressing in Nuclear Plants
    typeJournal Paper
    journal volume121
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:11(1722)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    contenttypeFulltext
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