LEADER 00800nam0-22002891i-450- 001 990003730490403321 005 20001010 010 $a0-412-23320-7 035 $a000373049 035 $aFED01000373049 035 $a(Aleph)000373049FED01 035 $a000373049 100 $a20000920d1981----km-y0itay50------ba 101 0 $aita 105 $ay-------001yy 200 1 $aScience and technology policy$ePriorities of governments$fC.A.Tisdell 210 $aU.K.$cChapman and Hall$d1981 215 $a222 p.$d23cm 700 1$aTisdell,$bClement Allan$f<1939- >$0113264 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990003730490403321 952 $aO3.37$b4796$fDECTS 959 $aDECTS 996 $aScience and technology policy$9501385 997 $aUNINA DB $aING01 LEADER 03652nam 22006495 450 001 9910299757503321 005 20200705013254.0 010 $a3-662-44225-6 024 7 $a10.1007/978-3-662-44225-8 035 $a(CKB)3710000000219534 035 $a(EBL)1802801 035 $a(SSID)ssj0001338554 035 $a(PQKBManifestationID)11898502 035 $a(PQKBTitleCode)TC0001338554 035 $a(PQKBWorkID)11338067 035 $a(PQKB)11128434 035 $a(MiAaPQ)EBC1802801 035 $a(DE-He213)978-3-662-44225-8 035 $a(iGPub)SPNA0034991 035 $a(PPN)180623117 035 $a(EXLCZ)993710000000219534 100 $a20140813d2014 u| 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aElasto-Plasticity of Frame Structure Elements $eModeling and Simulation of Rods and Beams /$fby Andreas Öchsner 205 $a1st ed. 2014. 210 1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer,$d2014. 215 $a1 online resource (605 p.) 300 $aDescription based upon print version of record. 311 $a1-322-17321-4 311 $a3-662-44224-8 320 $aIncludes bibliographical references and index. 327 $aIntroduction -- Continuum Mechanics of Plasticity -- Axial Loading of Rods -- Bending of Beams -- Review of Linear-Elastic Finite Element Simulations -- Elasto-Plastic Finite Element Simulations -- Alternative Approach: The Finite Difference Method -- Prelude to the General Three-Dimensional Case. 330 $aThe finite element method is a powerful tool even for non-linear materials? modeling. But commercial solutions are limited and many novel materials do not follow standard constitutive equations on a macroscopic scale. Thus, is it required that new constitutive equations are implemented into the finite element code. However, it is not sufficient to simply implement only the equations but also an appropriate integration algorithm for the constitutive equation must be provided. This book is restricted to one-dimensional plasticity in order to reduce and facilitate the mathematical formalism and theory and to concentrate on the basic ideas of elasto-plastic finite element procedures. A comprehensive set of completely solved problems is designed for the thorough understand of the presented theory. After working with this new book and reviewing the provided solved and supplementary problems, it should be much easier to study and understand the advanced theory and the respective text books. 606 $aMechanics 606 $aMechanics, Applied 606 $aMaterials science 606 $aComputer science$xMathematics 606 $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010 606 $aCharacterization and Evaluation of Materials$3https://scigraph.springernature.com/ontologies/product-market-codes/Z17000 606 $aComputational Science and Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/M14026 615 0$aMechanics. 615 0$aMechanics, Applied. 615 0$aMaterials science. 615 0$aComputer science$xMathematics. 615 14$aSolid Mechanics. 615 24$aCharacterization and Evaluation of Materials. 615 24$aComputational Science and Engineering. 676 $a693.109236 700 $aÖchsner$b Andreas$4aut$4http://id.loc.gov/vocabulary/relators/aut$0317948 906 $aBOOK 912 $a9910299757503321 996 $aElasto-Plasticity of Frame Structure Elements$92188130 997 $aUNINA