Dynamic performance of concrete undercut anchors for Nuclear Power Plants
•Behavior of undercut anchors under dynamic actions simulating earthquakes.•First high frequency load and crack cycling tests on installed concrete anchors ever.•Comprehensive review of anchor qualification for Nuclear Power Plants. Post-installed anchors are widely used for structural and nonstruct...
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Veröffentlicht in: | Nuclear engineering and design 2013-12, Vol.265, p.1091-1100 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | •Behavior of undercut anchors under dynamic actions simulating earthquakes.•First high frequency load and crack cycling tests on installed concrete anchors ever.•Comprehensive review of anchor qualification for Nuclear Power Plants.
Post-installed anchors are widely used for structural and nonstructural connections to concrete. In many countries, concrete anchors used for Nuclear Power Plants have to be qualified to ensure reliable behavior even under extreme conditions. The tests required for qualification of concrete anchors are carried out at quasi-static loading rates well below the rates to be expected for dynamic actions deriving from earthquakes, airplane impacts or explosions. To investigate potentially beneficial effects of high loading rates and cycling frequencies, performance tests on installed undercut anchors were conducted. After introductory notes on anchor technology and a comprehensive literature review, this paper discusses the qualification of anchors for Nuclear Power Plants and the testing carried out to quantify experimentally the effects of dynamic actions on the load–displacement behavior of undercut anchors. |
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ISSN: | 0029-5493 1872-759X |
DOI: | 10.1016/j.nucengdes.2013.09.038 |