Comparison of Fracture Methodologies for Flaw Stability Analysis of Storage Tanks.pdf

Comparison of Fracture Methodologies for Flaw Stability Analysis of Storage Tanks.pdf

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时间:2019-03-15

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1、ThisdocumentwaspreparedinconjunctionwithworkaccomplishedunderContractNo.DE-AC09-96SR18500withtheU.S.DepartmentofEnergy.DISCLAIMERThisreportwaspreparedasanaccountofworksponsoredbyanagencyoftheUnitedStatesGovernment.NeithertheUnitedStatesGovernmentnoranyagencythereof,n

2、oranyoftheiremployees,makesanywarranty,expressorimplied,orassumesanylegalliabilityorresponsibilityfortheaccuracy,completeness,orusefulnessofanyinformation,apparatus,productorprocessdisclosed,orrepresentsthatitsusewouldnotinfringeprivatelyownedrights.Referencehereinto

3、anyspecificcommercialproduct,processorservicebytradename,trademark,manufacturer,orotherwisedoesnotnecessarilyconstituteorimplyitsendorsement,recommendation,orfavoringbytheUnitedStatesGovernmentoranyagencythereof.Theviewsandopinionsofauthorsexpressedhereindonotnecessa

4、rilystateorreflectthoseoftheUnitedStatesGovernmentoranyagencythereof.Thisreporthasbeenreproduceddirectlyfromthebestavailablecopy.Availableforsaletothepublic,inpaper,from:U.S.DepartmentofCommerce,NationalTechnicalInformationService,5285PortRoyalRoad,Springfield,VA2216

5、1,phone:(800)553-6847,fax:(703)605-6900email:orders@ntis.fedworld.govonlineordering:http://www.ntis.gov/help/index.aspAvailableelectronicallyathttp://www.osti.gov/bridgeAvailableforaprocessingfeetoU.S.DepartmentofEnergyanditscontractors,inpaper,from:U.S.DepartmentofE

6、nergy,OfficeofScientificandTechnicalInformation,P.O.Box62,OakRidge,TN37831-0062,phone:(865)576-8401,fax:(865)576-5728email:reports@adonis.osti.govWSRC-MS-2004-00209COMPARISONOFFRACTUREMETHODOLOGIESFORFLAWSTABILITYANALYSISOFSTORAGETANKSP.-S.LamandR.L.SindelarWestingho

7、useSavannahRiverCompanySavannahRiverTechnologyCenterAiken,SouthCarolinaABSTRACTthrough-wallaxialcrackintheTypeItanks,aspecifictypeofFracturemechanicsmethodologiesforflawstabilitystoragetank.analysisofastoragetankwerecomparedintermsoftheAcomparisonoftheJ-integral-tear

8、ingmodulusandmaximumstablethrough-wallflawsizesor“instabilityseveralFADmethodologiesrecommendedintheAPI-579lengths.”Thecomparisonwa

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