Dynamic Response Study of Steel Catenary Riser Based on Slender Rod Model

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摘要 Anumericalmodelofthesteelcatenaryriser(SCR)isbuiltbasedontheslenderrodmodel.Theslenderrodmodel,whichdescribesthebehavioroftheslenderriserintermsofthecenterlineposition,cansolvethegeometricalnonlinearityeffectively.Inamarineenvironment,theSCRisunderthecombinedinternalflowandexternalloads,suchaswaveandcurrent.Ageneralanalysisconsidersonlytheinertialforceandthedragforcecausedbythewaveandcurrent.However,theinternalflowhasaneffectontheSCR;itisessentialtoexplorethedynamicresponseoftheSCRwiththeinternalflow.TheSCRalsosufferstheliftforceandthefluctuatingdragforcebecauseofthecurrent.Finiteelementmethodisutilizedtosolvethemotionequations.Theeffectsoftheinternalflow,waveandcurrentonthedynamicresponseoftheSCRareconsidered.TheresultsindicatethattheincreaseoftheinternalflowdensityleadstothedecreaseofthedisplacementoftheSCR,whiletheinternalflowvelocityhaslittleeffectontheSCR.ThedisplacementoftheSCRincreaseswiththeincreaseofthewaveheightandperiod.AndtheincreasingwaveperiodresultsinanincreaseinthevibrationperiodoftheSCR.ThecurrentvelocitychangesthedisplacementsoftheSCRinx-andz-directions.ThevibrationfrequencyoftheSCRiny-directionincreaseswiththeincreaseofthecurrentvelocity.
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出版日期 2019年01月11日(中国期刊网平台首次上网日期,不代表论文的发表时间)
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