动态控制参数的含义DyncontrolWord下载.docx
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StaticLoadCaseforNonlinearRestraintStatus
动态分析是线性的分析,在开始建立分析模型之前,我们选择哪个工况作为开始。
STATICLOADCASEFORNONLINEARRESTRAINTSTATUS
(Activefor:
Harmonic,Spectrum,Modal,Range,andTimeHistory)
CurrentlyallofCAESARII'
sdynamicanalysesactonlyonlinearsystems,soanynon-linearitiesmustbelinearizedpriortoanalysis.Thismeansthatone-directionalrestraintswillnotliftoffandreseat,gapswillnotopenandclose,andfrictionwillnotactasaconstanteffortforce.Therefore,fordynamicanalyses,allnon-lineareffectsmustbemodeledaslinear-forexample,aone-directionalrestraintmustbemodeledaseitherseated(active)orliftedoff(inactive),andagapmustbeeitheropen(inactive)orclosed(active).Thisprocessisautomatedwhenthestaticloadcaseisselectedhere-CAESARIIautomaticallyactivatesthenon-linearrestraintsinthesystemtocorrespondtotheirstatusintheselectedloadcase(theusermaythinkofthisasbeingtheloadingcondition-forexampleOperating-ofthesystematthetimeatwhichthedynamicloadoccurs).Itmustbenotedthatthisautomatedlinearizationdoesnotalwaysprovideanappropriatedynamicmodel,anditmaybenecessarytoselectotherstaticloadcasesoreventomanuallyaltertherestraintconditioninordertosimulatethecorrectdynamicresponse.
Astaticloadcasemustprecedethedynamicsjobwhenever:
1)Therearespringhangerstobedesignedinthejob.Thestaticrunsmustbemadeinordertodeterminethespringratetobeusedinthedynamicmodel.
2)Therearenon-linearrestraints,suchasone-directionalrestraints,large-rotationrods,bi-linearrestraints,gaps,etc.inthesystem.Thestaticanalysismustbemadeinordertodeterminetheactivestatusofeachoftherestraintsforlinearizationofthedynamicmodel.
3)Therearefrictionalrestraintsinthejob,i.e.anyrestraintswithanonzero(mu)value.
0.0
StiffnessFactorforFriction(0.0-NotUsed)
解释这个含义
STIFFNESSFACTORFORFRICTION(0.0-NOTUSED)
AllofCAESARII'
sdynamicanalysesarecurrentlylinear,sonon-lineareffectsmustbelinearized.Modelingoffrictionindynamicmodelspresentsaspecialcase,sincefrictionactuallyimpactsthedynamicresponseintwoways-staticfriction(priortobreakaway)affectsthestiffnessofthesystem,byprovidingadditionalrestraint,whilekineticfriction(subsequenttobreakaway)actuallyaffectsthedampingcomponentofdynamicresponse;
duetomathematicalconstraints,dampingisignoredforallanalysesexcepttimehistory(forwhichitisonlyconsideredonasystem-widebasis).CAESARIIallowsfrictiontobetakenintoaccountthroughtheuseofthisFrictionStiffnessFactor.CAESARIIapproximatestherestrainingeffectoffrictiononthepipebyincludingstiffnessestransversetothedirectionoftherestraintatwhichfrictionwasspecified.Thestiffnessofthese"
frictional"
restraintsiscomputedas:
Kfriction=(F)*()*(Fact)
Where:
Kfriction=stiffnessoffrictionalrestraintinsertedbyCAESARII
F=theforceattherestrainttakenfromthestaticsolution
=mu,frictioncoefficientatrestraint,asdefinedinthestaticmodel
Fact=FrictionFactorfromthecontrolspreadsheet
Thisfactorshouldbeadjustedasnecessaryinordertomakethedynamicmodelsimulatethesystem'
sactualdynamicresponse(notethatuseofthisfactordoesnotcorrespondtoanyactualdynamicparameter,butisactuallya"
tweak"
factortomodifysystemstiffness).Enteringafrictionfactorgreaterthanzerocausesthesefrictionstiffnessestobeinsertedintothedynamicsjob.Increasingthisfactorcorrespondinglyincreasestheeffectofthefriction.Enteringafrictionfactorequaltozeroignoresanyfrictionaleffectinthedynamicsjob.
Max.No.ofEigenvaluesCalculated(0-NotUsed)
MAX.NO.OFEIGENVALUESCALCULATED(0-NOTUSED)
(Activefor:
Spectrum,Modal,andTimeHistory)
ThefirststageoftheSpectrum,Modal,andTimeHistoryanalyses,istheuseoftheEigensolveralgorithmtoextractthepipingsystem'
snaturalfrequenciesandmodeshapes.FortheSpectrumandTimeHistoryanalyses,theresponseunderloadingiscalculatedforeachofthemodes,withthesystemresponsebeingthesumoftheindividualmodalresponses.Obviously,themoremodesthatareextracted,themorethesumofthosemodalresponsesresemblestheactualsystemresponse.Theproblemisthatthisalgorithmusesaniterativemethodforfindingsuccessivemodes,soextractionofalargenumberofmodesusuallyrequiresmuchmoretimethandoesastaticsolutionofthesamepipingsystem.Theobjectistoextractsufficientmodestogetasuitablesolution,withoutstrainingcomputationalresources.CAESARI