Mechanical response of biological shielding ring to variations in azimuthal neutron flux distribution
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00322580" target="_blank" >RIV/68407700:21110/18:00322580 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Mechanical response of biological shielding ring to variations in azimuthal neutron flux distribution
Popis výsledku v původním jazyce
In this paper, the mechanical response of concrete ring to prolonged exposure to neutron irradiation is investigated. A three-dimensional finite element model of the concrete ring has been created. The radiation effect, represented by neutron flux, is modeled by volumetric swelling of aggregates and degradation of the mechanical parameters of concrete, based on latest literature review. Three different cases of the azimuthal flux distribution (uniform, sinusoidal and irregular) have been considered in order to investigate its effect on the analyzed structural element. The nonlinear plastic behavior of concrete is defined by the "μ damage model". As a result, displacement, isotropic damage and principal tensile stresses are obtained. According to the results of the analysis, the azimuthal distribution affects strongly the structural performance of the concrete ring. Its shielding and load-bearing properties under exposure to irregular azimuthal flux distribution may be compromised, while the structural response to the uniform azimuthal flux distribution is more acceptable. The results of the analysis are discussed in detail and the neglected factors, both positive and negative, are described. The presented analysis shows the complexity of this important problem and demonstrates the necessity for the research in this area to be continued.
Název v anglickém jazyce
Mechanical response of biological shielding ring to variations in azimuthal neutron flux distribution
Popis výsledku anglicky
In this paper, the mechanical response of concrete ring to prolonged exposure to neutron irradiation is investigated. A three-dimensional finite element model of the concrete ring has been created. The radiation effect, represented by neutron flux, is modeled by volumetric swelling of aggregates and degradation of the mechanical parameters of concrete, based on latest literature review. Three different cases of the azimuthal flux distribution (uniform, sinusoidal and irregular) have been considered in order to investigate its effect on the analyzed structural element. The nonlinear plastic behavior of concrete is defined by the "μ damage model". As a result, displacement, isotropic damage and principal tensile stresses are obtained. According to the results of the analysis, the azimuthal distribution affects strongly the structural performance of the concrete ring. Its shielding and load-bearing properties under exposure to irregular azimuthal flux distribution may be compromised, while the structural response to the uniform azimuthal flux distribution is more acceptable. The results of the analysis are discussed in detail and the neglected factors, both positive and negative, are described. The presented analysis shows the complexity of this important problem and demonstrates the necessity for the research in this area to be continued.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
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OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/8F17002" target="_blank" >8F17002: Efekt chemické sloučeniny betonu a jeho chování v dlouhodobém radioaktivním prostředí</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2018
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Mechanika 2018 Proceedings of the 23rd International Scientific Conference
ISBN
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ISSN
1822-2951
e-ISSN
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Počet stran výsledku
6
Strana od-do
83-88
Název nakladatele
Kaunas University of Technology
Místo vydání
Kaunas
Místo konání akce
Druskininkai
Datum konání akce
18. 5. 2018
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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