Title of article :
Predictionofmoisturemigrationandporepressurebuild-upinconcreteathightemperaturesOriginalResearchArticle
Author/Authors :
Y.Ichikawa، نويسنده , , G.L.England، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2004
Pages :
15
From page :
245
To page :
259
Abstract :
Predictionofmoisturemigrationandporepressurebuild-upinnon-uniformlyheatedconcreteisimportantforsafeoperationofconcretecontainmentvesselsinnuclearpowerreactorsandforassessingthebehaviouroffire-exposedconcretestructures.(1)Changesinmoisturecontentdistributioninaconcretecontainmentvesselduringlong-termoperationshouldbeinvestigated,sincethedurabilityandradiationshieldingabilityofconcretearestronglyinfluencedbyitsmoisturecontent.(2)Thepressurebuild-upinaconcretecontainmentvesselinapostulatedaccidentshouldbeevaluatedinordertodeterminewhetheraventingsystemisnecessarybetweenlinerandconcretetorelievetheporepressure.(3)Whenconcreteissubjectedtorapidheatingduringafire,theconcretecansufferfromspallingduetopressurebuild-upintheconcretepores. Thispaperpresentsamathematicalandcomputationalmodelforpredictingchangesintemperature,moisturecontentandporepressureinconcreteatelevatedtemperatures.Apairofdifferentialequationsforone-dimensionalheatandmoisturetransferinconcretearederivedfromtheconservationofenergyandmass,andtakeintoaccountthetemperature-dependentreleaseofgelwaterandchemicallyboundwaterduetodehydration.Theseequationsarenumericallysolvedbythefinitedifferencemethod.Inthenumericalanalysis,thepressure,densityanddynamicviscosityofwaterintheconcreteporesarecalculatedexplicitlyfromasetofformulatedequations. Thenumericalanalysisresultsarecomparedwithtwodifferentsetsofexperimentaldata:(a)long-term(531days)moisturemigrationtestunderasteady-statetemperatureof200°C,and(b)short-term(114min)pressurebuild-uptestundertransientheating.Theseexperimentswereperformedtoinvestigatethemoisturemigrationandpressurebuild-upintheconcretewallofareactorcontainmentvesselathightemperatures.Theformerexperimentsimulatedtheeffectoflong-termsteady-statelinertemperatureduringnormaloperation,andthelattersimulatedasituationwhereanaccidentresultedinsudden,short-termheatingtoapproximately400°C. Finally,concretespallingissimulatedbythenumericalanalysis;andtheresultsshowhowthemoisturecontentandporepressuredistributionsinconcreteexposedtofirechangewithtimeandtemperature.Thenumericalanalysiscanpredictthetime,positionandtemperatureatwhichspallingoccurs.
Journal title :
Nuclear Engineering and Design Eslah
Serial Year :
2004
Journal title :
Nuclear Engineering and Design Eslah
Record number :
894684
Link To Document :
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