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ID:40048604
大小:6.26 MB
页数:186页
时间:2019-07-18
《application of the finite element method to beam-column problems-1972》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、LEHIGHUIVERSITYResidualStressesinThickWeldedPlatesAPPLICATIONSOFTHEFINITEELEMENTMETHODTOBEAM·COLUMNPROBLEMSFRITZENC1NEERINGi:Ar:JOR/TOr,'(UBRAR'fbyNegussieTebedgeSeptember,1972FritzLaboratoryReportNo.337.32APPLICATIONSOFTHEFINITEELEMENTMETHODTOBEAM-COLUMNPROBLEMSbyNegussieTebedgeADi
2、ssertationPresentedtotheGraduateCommitteeofLehighUniversityinCandidacyoftheDegreeofDoctorofPhilosophyinCivilEngineeringLehighUniversity1972CERTIFICATEOFAPPROVALApprovedandrecommendedforacceptanceasadissertationinpartialfulfillmentoftherequirementsforthedegreeofDoctorofPhilosophy.1(72
3、(Date)LambertTallProfessorinChargeAcceptedSpecialcommitteedirectingthedoctoralworkofMr.NegussieTebedgee.9J.~'(h/.GeorgeC.Drisco11,Jt.~--ProfessorLambertTalltJ(7·~-~ProfessorWai-FahChenProfessorRobertA.Lucasii<~dProfessorDavidA.VanHornExOfficioiiiACKNOWLEDGMENTSTheauthorisdeeplyindept
4、edtoProfessorLambertTall,ProfessorinChargeofthisdissertation,forhisguidanceandcon•tinuousencouragementinthepreparationofthisthesisandthrough•outtheauthor'sgraduatestudies.TheguidanceofProfessorsGeorgeC.Driscoll(Chairman),Wai-FahChen,RobertA.Lucas,andDavidA.VanHorn,membersofthespecial
5、committeedirectingtheauthor'sdoctoralwork,isgratefullyacknowledged.Sincereappreciationisexpressedtoalltheauthor'sassociatesinFritzLaboratory,inparticularSureshDesai,forfruitfuldiscussionsthroughoutthisinvestigation.Theinvestigationleadingtothisdissertationispartofaresearchproject"Res
6、idualStressesinThickWeldedPlates",whichisjointlysponsoredbytheNationalScienceFoundationandtheColumnResearchCouncil.Dr.L.TallandDr.W.F.Chenarethedirectorsoftheproject.TheauthorowesaspecialdebtofgratitudetotheAfrican•AmericanInstitutefortheirsupportduringthefirstyearofhisgraduatestudy.
7、AcknowledgmentsarealsoduetotheComputerCenteratLehighUniversitywhichprovidedfacilitiesforthecomputerwork.TheassistanceofShirleyMatlockintypingthemanuscriptandofJohnGeraandhisstaffforpreparingthedrawings,isgratefullyacknowl•edged.ivLISTOFTABLESPageTABLE1CRITICALLOADSOFCOLUMNSWITHDISTRI
8、BUTEDAXIALLO
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