简介:Inordertominimizetheharmcausedbytheinstabilityofaplaningcraft,amotionpredictionmodelisessential.ThispaperanalyzedthefeasibilityofusinganMGM(1,N)modelingreysystemtheorytopredictplaningcraftmotionandcarriedoutthenumericalsimulationexperiment.Accordingtothecharacteristicsofplaningcraftmotion,arecurrenceformulawasproposedoftheparametermatrixofanMGM(1,N)model.Usingthisformula,datacanbeupdatedinreal-timewithoutincreasingcomputationalcomplexitysignificantly.TheresultsofnumericalsimulationshowthatusinganMGM(1,N)modeltopredictplaningmotionisfeasibleandusefulforprediction.Sothemethodproposedinthisstudycanreflecttheplaningcraftmotionmechanismsuccessfully,andhasrationalandeffectivefunctionsofforecastingandanalyzingtrends.
简介:Themostcriticalissueinthesteelcatenaryriserdesignistoevaluatethefatiguedamageinthetouchdownzoneaccurately.Appropriatemodelingoftheriser-soilresistanceinthetouchdownzonecanleadtosignificantcostreductionbyoptimizingdesign.Thispaperpresentsaplasticitymodelthatcanbeappliedtonumericallysimulateriser-soilinteractionandevaluatedynamicresponsesandthefatiguedamageofasteelcatenaryriserinthetouchdownzone.Utilizingthemodel,numerousriser-soilelementsareattachedtothesteelcatenaryriserfiniteelements,inwhicheachsimulateslocalfoundationrestraintalongtherisertouchdownzone.Theriser-soilinteractionplasticitymodelaccountsforthebehaviorwithinanallowablecombinedloadingsurface.Themodelwillberepresentedinthispaper,allowingsimplenumericalimplementation.Moreimportantly,itcanbeincorporatedwithinthestructuralanalysisofasteelcatenaryriserwiththefiniteelementmethod.Theapplicabilityofthemodelisinterpretedtheoreticallyandtheresultsareshownthroughapplicationtoanoffshore8.625″steelcatenaryriserexample.Thefatigueanalysisresultsofthelinerelasticriser-soilmodelarealsoshown.Accordingtothecomparisonresultsofthetwomodels,thefatiguelifeanalysisresultsoftheplasticityframeworkarereasonableandthehorizontaleffectsoftheriser-soilinteractioncanbeincluded.