1995
DOI: 10.2172/96857
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Assessment of inservice conditions of safety-related nuclear plant structures

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Cited by 10 publications
(4 citation statements)
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“…As NPP concrete structures age, concrete can degrade due to factors such as hydrogen stress cracking, (microbiological) corrosion, sustained temperature cycles and fatigue, high humidity, retention or spills of water or borated water, carbonation, chemical reactions such as alkali–silica reaction, machine vibrations, and irradiation. These age-related degradations of structural materials have been increasingly reported . Although degradation of concrete structures due to environmental causes has been reported, deterioration caused by direct radiation has not been observed in decommissioned NPPs that have operated for less than 40 years.…”
Section: Introductionmentioning
confidence: 99%
“…As NPP concrete structures age, concrete can degrade due to factors such as hydrogen stress cracking, (microbiological) corrosion, sustained temperature cycles and fatigue, high humidity, retention or spills of water or borated water, carbonation, chemical reactions such as alkali–silica reaction, machine vibrations, and irradiation. These age-related degradations of structural materials have been increasingly reported . Although degradation of concrete structures due to environmental causes has been reported, deterioration caused by direct radiation has not been observed in decommissioned NPPs that have operated for less than 40 years.…”
Section: Introductionmentioning
confidence: 99%
“…Most structural degradations can be found in literature that involved results from special inspection efforts. For example, NUREG-1522 covers data obtained from walkdowns conducted at six older vintage plants [6].…”
Section: Results Assessmentmentioning
confidence: 99%
“…Initially, degradation of NPP concrete structures in the U.S. occurred early in their life and has been corrected [37][38][39]. Causes were primarily related either to improper material selection and construction/design deficiencies, or environmental effects.…”
Section: Operating Experiencementioning
confidence: 99%
“…Although continuing the service of a NPP past the initial operating license period is not expected to be limited by the concrete structures, several incidences of age-related degradation have been reported [39][40][41][42][43][44]. Examples of some of these problems include corrosion of steel reinforcement in water intake structures, corrosion of post-tensioning tendon wires, leaching of tendon gallery concrete, low prestressing forces, and leakage of corrosion inhibitors from tendon sheaths.…”
Section: Operating Experiencementioning
confidence: 99%