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ACI 349.3R

Evaluation of Existing Nuclear Safety-Related Concrete Structures

Organization:
ACI - American Concrete Institute
Year: 2010

Abstract: Evaluation of existing nuclear safety-related concrete structures may be required as a result of identified degradation or abnormal performance, in support of physical modifications, or for periodical validation of structural integrity. Comprehensive evaluation of all safety-related plant structures at periodic intervals is also desirable to monitor operational effects and possible degradation due to environmental conditions. Economics and scheduling concerns, however, can prohibit this level of evaluation. This chapter describes the procedural steps that can be used to effectively monitor and maintain the safety-related concrete structures via prioritized evaluation.3
An evaluation procedure document should be developed by the plant owner (Section 3.4). This document should be comprehensive and include provisions for addressing the variety of potential uses such as those cited in Chapter 1. The two procedural methods of evaluation that can be performed are “selective” and “periodic” evaluations (Sections 3.2 and 3.3, respectively). These two methods use similar evaluation tools, such as visual inspections, but are quite different in terms of scope. The primary components of an evaluation procedure and guidelines for preparing the evaluation procedure document are further discussed in Section 3.4.
URI: http://yse.yabesh.ir/std/handle/yse/102840
Subject: corrosion
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    ACI 349.3R

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T16:39:12Z
date available2017-09-04T16:39:12Z
date copyright01/01/2002 (R 2010)
date issued2010
identifier otherVKLUABAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std/handle/yse/102840
description abstractEvaluation of existing nuclear safety-related concrete structures may be required as a result of identified degradation or abnormal performance, in support of physical modifications, or for periodical validation of structural integrity. Comprehensive evaluation of all safety-related plant structures at periodic intervals is also desirable to monitor operational effects and possible degradation due to environmental conditions. Economics and scheduling concerns, however, can prohibit this level of evaluation. This chapter describes the procedural steps that can be used to effectively monitor and maintain the safety-related concrete structures via prioritized evaluation.3
An evaluation procedure document should be developed by the plant owner (Section 3.4). This document should be comprehensive and include provisions for addressing the variety of potential uses such as those cited in Chapter 1. The two procedural methods of evaluation that can be performed are “selective” and “periodic” evaluations (Sections 3.2 and 3.3, respectively). These two methods use similar evaluation tools, such as visual inspections, but are quite different in terms of scope. The primary components of an evaluation procedure and guidelines for preparing the evaluation procedure document are further discussed in Section 3.4.
languageEnglish
titleACI 349.3Rnum
titleEvaluation of Existing Nuclear Safety-Related Concrete Structuresen
typestandard
page18
statusActive
treeACI - American Concrete Institute:;2010
contenttypefulltext
subject keywordscorrosion
subject keywordscracking
subject keywordsdegradation
subject keywordsinspection
subject keywordsload test
subject keywordsnuclear power plant
subject keywordsreinforced concrete
subject keywordsreinforcement
subject keywordsreinforcing steels
subject keywordssafety
subject keywordsserviceability
subject keywordsstructural design
subject keywordstest
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