Springer.Structural.analysis.with.finite.elements.(Springer)

Springer.Structural.analysis.with.finite.elements.(Springer)

ID:34492815

大小:21.21 MB

页数:604页

时间:2019-03-06

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1、StructuralAnalysiswithFiniteElementsFriedelHartmannCasimirKatzStructuralAnalysiswithFiniteElementsWith408Figuresand26Tables123FriedelHartmannUniversityofKasselStructuralMechanicsKurt-Wolters-Str.334109KasselGermanyfriedelhartmann@uni-kassel.deCasimirKatzSOFiSTiKAGBruckm

2、annring3885764OberschleissheimGermanycasimir.katz@sofistik.deLibraryofCongressControlNumber:2006937296ISBN-103-540-49698-xSpringerBerlinHeidelbergNewYorkISBN-13978-3-540-49698-4SpringerBerlinHeidelbergNewYorkThisworkissubjecttocopyright.Allrightsarereserved,whetherthewh

3、oleorpartofthematerialisconcerned,specificallytherightsoftranslation,reprinting,reuseofillustrations,recitation,broad-casting,reproductiononmicrofilmorinanyotherway,andstorageindatabanks.DuplicationofthispublicationorpartsthereofispermittedonlyundertheprovisionsoftheGerma

4、nCopyrightLawofSeptember9,1965,initscurrentversion,andpermissionforusemustalwaysbeobtainedfromSpringer.ViolationsareliabletoprosecutionundertheGermanCopyrightLaw.SpringerisapartofSpringerScience+BusinessMedia.springer.com©Springer-VerlagBerlinHeidelberg2007Theuseofgener

5、aldescriptivenames,registerednames,trademarks,etc.inthispublicationdoesnotimply,evenintheabsenceofaspecificstatement,thatsuchnamesareexemptfromtherelevantpro-tectivelawsandregulationsandthereforefreeforgeneraluse.TypesettingbyauthorsusingaSpringerLTXAEmacropackageCoverde

6、sign:deblik,BerlinPrintedonacid-freepaperSPIN1194024162/3100/SPi543210PrefaceThefiniteelementmethodhasbecomeanindispensibletoolinstructuralanalysis,andtellsanunparalleledsuccessstory.Withsuccess,however,camecriticism,becauseitwasnoticeablethatknowledgeofthemethodamongpra

7、c-titionersdidnotkeepupwithsuccess.Reviewingengineerscomplainthatthemethodisincreasinglyappliedwithoutanunderstandingofstructuralbehav-ior.Oftenacriticalevaluationofcomputedresultsismissing,andfrequentlyabasicunderstandingofthelimitationsandpossibilitiesofthemethodareno

8、nexistent.Butaworkingknowledgeofthefundamentalsofthefiniteelementmethodandclassicalstructuralmechanicsisaprereq

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