Structural integrity analysis of an Ignalina nuclear power plant building subjected to an airplane crash
Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive the consequences of an airliner crash. The structural integrity analysis due to the effects of an aircraft crash on an Ignalina nuclear power p...
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| Published in | Nuclear engineering and design Vol. 237; no. 14; pp. 1503 - 1512 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Amsterdam
Elsevier B.V
01.08.2007
Elsevier |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0029-5493 |
| DOI | 10.1016/j.nucengdes.2007.01.007 |
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| Abstract | Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive the consequences of an airliner crash. The structural integrity analysis due to the effects of an aircraft crash on an Ignalina nuclear power plant (INPP) accident localization system (ALS) building is the subject of this paper. A combination of the finite element method and empirical relationships were used for the analysis. A global structural integrity analysis was performed for a portion of the ALS building using the dynamic loading from an aircraft crash impact model. The local effects caused by impact of the aircraft's engine on the building wall were evaluated independently by using an empirical formula.
The results from the crash analysis of a twin engine commercial aircraft show that the impacted reinforced concrete wall of the ALS building will not have through-the-wall concrete failure, and the reinforcement will not fail. Strain-rate effects were found to delay the onset of cracking. Therefore, the structural integrity of the impacted wall of the INPP ALS building will be maintained during the crash event studied. |
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| AbstractList | Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive the consequences of an airliner crash. The structural integrity analysis due to the effects of an aircraft crash on an ignalina nuclear power plant (INPP) accident localization system (ALS) building is the subject of this paper. A combination of the finite element method and empirical relationships were used for the analysis. A global structural integrity analysis was performed for a portion of the ALS building using the dynamic loading from an aircraft crash impact model. The local effects caused by impact of the aircraft's engine on the building wall were evaluated independently by using an empirical formula. The results from the crash analysis of a twin engine commercial aircraft show that the impacted reinforced concrete wall of the ALS building will not have through-the-wall concrete failure, and the reinforcement will not fail. Strain-rate effects were found to delay the onset of cracking. Therefore, the structural integrity of the impacted wall of the INPP ALS building will be maintained during the crash event studied. Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive the consequences of an airliner crash. The structural integrity analysis due to the effects of an aircraft crash on an Ignalina nuclear power plant (INPP) accident localization system (ALS) building is the subject of this paper. A combination of the finite element method and empirical relationships were used for the analysis. A global structural integrity analysis was performed for a portion of the ALS building using the dynamic loading from an aircraft crash impact model. The local effects caused by impact of the aircraft's engine on the building wall were evaluated independently by using an empirical formula. The results from the crash analysis of a twin engine commercial aircraft show that the impacted reinforced concrete wall of the ALS building will not have through-the-wall concrete failure, and the reinforcement will not fail. Strain-rate effects were found to delay the onset of cracking. Therefore, the structural integrity of the impacted wall of the INPP ALS building will be maintained during the crash event studied. Abbreviations: ALS, accident localization system; DOE, Department of Energy; DIF, dynamic increase factors; FE, finite element; NPP, nuclear power plant; INPP, Ignalina nuclear power plant; RBMK, Russian acronym for 'Channelized Large Power Reactor' a, b, c, d failure parameters D reference strain-rate and equivalent diameter of the engine fcs static compressive strength fc dynamic compressive strength ft dynamic tensile strength fts static tensile strength fy yield strength of reinforcement f'bc equal biaxial compressive strength f'c uniaxial compressive strength f'pc, f'cc combined triaxial compression f't uniaxial tensile strength external nodal forces of node I in the ith direction internal nodal forces of node I in the ith direction F load I1, J2 stress invariants miI diagonal mass matrix of node I in the ith direction M mass of the missile n step number p reinforcement ratio q steel strain-rate amplitude parameter t time Deltat time increment ts wall thickness uiI nodal displacement of node I in the ith direction nodal velocity of node I in the ith direction uiI nodal acceleration of node I in the ith direction U reference velocity v velocity V velocity of the engine x distance alpha, alphafy, alphafu parameters beta, delta parameters c compression strain t tension strain strain-rate static strain-rate mu mass per unit length sigma1 maximum principal stress sigmadyn dynamic flow stress sigmastatic static flow stress sigmav normal stress tauu transverse shear failure. Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive the consequences of an airliner crash. The structural integrity analysis due to the effects of an aircraft crash on an Ignalina nuclear power plant (INPP) accident localization system (ALS) building is the subject of this paper. A combination of the finite element method and empirical relationships were used for the analysis. A global structural integrity analysis was performed for a portion of the ALS building using the dynamic loading from an aircraft crash impact model. The local effects caused by impact of the aircraft's engine on the building wall were evaluated independently by using an empirical formula. The results from the crash analysis of a twin engine commercial aircraft show that the impacted reinforced concrete wall of the ALS building will not have through-the-wall concrete failure, and the reinforcement will not fail. Strain-rate effects were found to delay the onset of cracking. Therefore, the structural integrity of the impacted wall of the INPP ALS building will be maintained during the crash event studied. |
| Author | Kulak, Ronald F. Marchertas, Algirdas Uspuras, Eugenijus Dundulis, Gintautas |
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| Cites_doi | 10.1016/S0029-5493(97)00079-4 10.1016/0029-5493(88)90269-5 10.1002/nme.1620110108 10.1016/0045-7825(84)90026-4 10.1016/0029-5493(68)90039-3 |
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| Keywords | DIF INPP ALS RBMK DOE FE NPP Finite element method Accident Nuclear power plant Structure integrity Reinforced concrete Nuclear reactor |
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| Snippet | Recent terrorist attacks using commandeered commercial airliners on civil structures have raised the issue of the ability of nuclear power plants to survive... |
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| SubjectTerms | Applied sciences Controled nuclear fusion plants Energy Energy. Thermal use of fuels Exact sciences and technology Fission nuclear power plants Fuels Installations for energy generation and conversion: thermal and electrical energy Nuclear fuels |
| Title | Structural integrity analysis of an Ignalina nuclear power plant building subjected to an airplane crash |
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