地震断层作用下埋地管线壳有限元分析的等效边界方法
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摘要
壳有限元方法是目前较先进的分析地震活动断层作用下埋地管线反应的方法 ,但是由于受断层错动影响的管道一般较长 ,因此该方法需要较大的计算资源 .本文提出一种等效边界方法 ,可以克服现有壳有限元方法的缺点 .埋地管线在地震断层作用下的大变形反应往往只发生在断层附近 ,而离断层较远处管段的变形反应相对较小 .本文从理论上得出一个等效边界 ,以非线性弹簧的形式应用到壳单元分析模型的两端 ,替代模型以外管段的影响 .这样只需对感兴趣的发生大变形的管段进行壳单元建模型 ,从而解决了现有的壳有限元方法需要大量计算机时和资源的缺点 .与现有的壳模型固定边界方法进行比较 ,验证了等效边界方法的合理性和有效性 .
A new shell finite element method (FEM) model with an equivalent boundary is presented for estimating the response of a buried pipeline under large fault movement. The length of affected pipeline under fault movement is usually too long for a shell-mode calculation because of the limitation of memory and time of computers. In this study, only the pipeline segment near fault is modeled with plastic shell elements to study the local buckling and the large section deformation in pipe. The material property of pipe segment far away from the fault is considered as elastic, and nonlinear spring elements at equivalent boundaries are obtained and applied to two ends of shell model. Compared with the fixed-boundary shell model, the shell model with an equivalent boundary proposed by the study can remarkably reduce the needed memory and calculating time.
A new shell finite element method (FEM) model with an equivalent boundary is presented for estimating the response of a buried pipeline under large fault movement. The length of affected pipeline under fault movement is usually too long for a shell-mode calculation because of the limitation of memory and time of computers. In this study, only the pipeline segment near fault is modeled with plastic shell elements to study the local buckling and the large section deformation in pipe. The material property of pipe segment far away from the fault is considered as elastic, and nonlinear spring elements at equivalent boundaries are obtained and applied to two ends of shell model. Compared with the fixed-boundary shell model, the shell model with an equivalent boundary proposed by the study can remarkably reduce the needed memory and calculating time.
引文
侯忠良,甘文水,肖五虎.1991.加热输油管线地震反应分析[A].见:冶金工业部建筑研究总院防灾抗震工程研究所编.地下管线抗震计算方法与工程应用[C].北京:冶金工业部建筑研究院,38～42
刘爱文,张素灵,胡聿贤,等.2002.地震断层作用下埋地管线的反应分析[J].地震工程与工程振动,22(2):22～27
KennedyRP ,ChowAW ,WilliamRA .1977.Faultmovementeffectsonburiedoilpipeline[J].TransportationEngineeringJ,AS CE ,103:617～633
NewmarkNM ,HallWJ .1975.Pipelinedesigntoresistlargefaultdisplacement[A].In:EERIeds.ProceedingsofUSNationalCon ferenceonEarthquakeEngineering[C].AnArborCA :EERI,416～425
TakadaS ,HassaniN ,FukudaK .2001.Anewproposalforsimplifieddesignonburiedsteelpipescrossingactivefaults[J].JournalofStructuralMechanicsandEarthquakeEngineering,JSCE ,668(54):187～194
WangLLR ,WangLJ.1995.Parametricstudyofburiedpipelinesduetolargefaultmovement[A].In:HuYuxian,TakadaShiroeds.ProceedingsofThirdChinaJapanUSTrilateralSymposiumonLifelineEarthquakeEngineering[C].IG ,CSB ,KobeUni,165～172
刘爱文,张素灵,胡聿贤,等.2002.地震断层作用下埋地管线的反应分析[J].地震工程与工程振动,22(2):22～27
KennedyRP ,ChowAW ,WilliamRA .1977.Faultmovementeffectsonburiedoilpipeline[J].TransportationEngineeringJ,AS CE ,103:617～633
NewmarkNM ,HallWJ .1975.Pipelinedesigntoresistlargefaultdisplacement[A].In:EERIeds.ProceedingsofUSNationalCon ferenceonEarthquakeEngineering[C].AnArborCA :EERI,416～425
TakadaS ,HassaniN ,FukudaK .2001.Anewproposalforsimplifieddesignonburiedsteelpipescrossingactivefaults[J].JournalofStructuralMechanicsandEarthquakeEngineering,JSCE ,668(54):187～194
WangLLR ,WangLJ.1995.Parametricstudyofburiedpipelinesduetolargefaultmovement[A].In:HuYuxian,TakadaShiroeds.ProceedingsofThirdChinaJapanUSTrilateralSymposiumonLifelineEarthquakeEngineering[C].IG ,CSB ,KobeUni,165～172
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