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1、AdvancesinEngineeringSoftware42(2011)322–331ContentslistsavailableatScienceDirectAdvancesinEngineeringSoftwarejournalhomepage:www.elsevier.com/locate/advengsoftComputermodellingofwirestrandsandropespartII:Finiteelement-basedapplicationsabca,⇑E.Stanova,G.Fedorko,M.Fabian,S.KmetaFaculty
2、inCivilEngineering,TechnicalUniversityofKosice,Vysokoskolska4,04200Kosice,SlovakRepublicbFacultyinMining,Ecology,ProcessControlandGeotechnology,TechnicalUniversityofKosice,ParkKomenskeho14,04200Kosice,SlovakRepubliccFacultyinMechanicalEngineering,TechnicalUniversityofKosice,Letna9,042
3、00Kosice,SlovakRepublicarticleinfoabstractArticlehistory:InthecomparisonwiththetheoreticalanalysesofwirestrandsreportedintheliteraturewhereobviouslyReceived17February2011single-layeredstrandswithaconstructionofthe1+6wiresweremodelledandanalysed,thispaperisAccepted18February2011focused
4、onamulti-layeredstrandwithaconstructionofthe1+6+12+18wires.Thegeometricpara-Availableonline17March2011metricequationsdevelopedinthefirstpartofthispaper[1]areimplementedinCATIAV5softwarecodeforgeometricmodellingofthemulti-layeredstrand.ThemethodologyoftheirimplementationandtheKeywords:a
5、pproachforthegenerationofthestrandgeometricmodelaredemonstrated.TopredictthebehaviourofMulti-layeredstrandthemulti-layeredstrandundertensileloads,themathematicalgeometricmodelisfurtherimplementedGeometricmodelinafiniteelementprogram.ForthispurposeABAQUS/Explicitsoftwareisused.Thederive
6、d3DgeometricFiniteelementmodelFiniteelementanalysismodelsofthemulti-layeredstrandsandtheresultsofthefiniteelementelasticbehaviouranalysesoftheElasticbehaviourstrandundertensionloadsarevalidatedthroughcomparisonswithexperimentalandtheoreticaldataTensionloadsavailable.Theresultsobtainedc
7、onfirmthecorrectnessofthederivedparametricequationsandmathe-maticalandphysicalimportanceofthefiniteelementmodeldeveloped.Ó2011ElsevierLtd.Allrightsreserved.1.Introductionsponse,respectively,foraxialandbendingloads.Labrosseetal.[4]investigatedthequantityofenergydissipatedthroughfrictiond
8、ueDev
