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1、基于comsol4.2的悬臂梁形变仿真参考文献：Becker,A.A.,BackgroundtoFiniteElementAnalysisofGeometricNon-linearityBenchmarks,NAFEMS,Ref:-R0065,Glasgow.一、创建工程1、选择空间维度：二维。如图一图一2、增加物理场：结构力学—>固体力学（solid）。如图二图二sealtapestuffing,whitelead,afterconnectingtoremoveexcessfiller;6,p
2、ipeinstallationtoensurethatthereservedteeheight500mmtheconstructioniscompleted,andtoensurethatwatermeterstraight;risersverticaldeviation,notmorethan2mmpermetre,notmorethan±10mmlong;7,afterinstallationiscomplete,1.0MPAwaterpressuretestforstrengthand0.
3、6MPAhydraulictightnessDrainageinstallationdrainagesystemusingtriagesystemintheinteriordesign,intothesewagesystem,watersystemparts,riserbybondingofUPVCdrainagepipeconstruction,transferfloorcastirondrainagepipesbycentrifugalcasting,claspconnectionofbur
4、iedpipelineusingcentrifugalcastingironpipe,socketsocketconnections,sealingofcementmortar.DiameterofDN100~DN150.Embeddedstageofconstructionstageisdividedintostructuralandpipinginstalled.1,submersiblepumpsinstallation:systemsusesubmersiblepumpsofproduc
5、tcertificationandqualitycontroltechnicaldocuments.Submersiblepumpinstallationshallmeetthefollowingrequirements:1.1location,elevation,thedesignrequirements;1.2equipmentintegrity,damageandcorrosion,pipeprotectionintact;turningflexibleandnocleansound;1.
6、3-drivesteeringconfirmation,directioncompatiblewiththepump.Levelingshouldbebasedonthelevelofthepumpcover,shaftprotrudingparts,baselevelworksurfaceasthebasisformeasurement,longitudinalandtransverseleveldeviationshouldnotexceed0.1%.1.4afterthedrivingsh
7、aftandthedrivenshaft1、选择求解类型：稳态。如图三图三2、点击“完成”，按钮位于“模型向导”栏右上角的符号。二、创建几何模型1、单击“几何”，将“长度单位”改为um。如图四图四sealtapestuffing,whitelead,afterconnectingtoremoveexcessfiller;6,pipeinstallationtoensurethatthereservedteeheight500mmtheconstructioniscompleted,andtoen
8、surethatwatermeterstraight;risersverticaldeviation,notmorethan2mmpermetre,notmorethan±10mmlong;7,afterinstallationiscomplete,1.0MPAwaterpressuretestforstrengthand0.6MPAhydraulictightnessDrainageinstallationdrainagesystemusingtriagesystemintheinterior
