Elasto-Plasticity of Frame Structure Elements Modeling and Simulation of Rods and Beams /
The finite element method is a powerful tool even for non-linear materialsâ_T 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 fi...
Guardado en:
| Autor principal: | |
|---|---|
| Formato: | Libro electrónico |
| Lenguaje: | Inglés |
| Publicado: |
Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2014.
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| Materias: | |
| Acceso en línea: | http://dx.doi.org/10.1007/978-3-662-44225-8 |
| Aporte de: | Registro referencial: Solicitar el recurso aquí |
| LEADER | 02824Cam#a22004575i#4500 | ||
|---|---|---|---|
| 001 | INGC-EBK-000796 | ||
| 003 | AR-LpUFI | ||
| 005 | 20220927110121.0 | ||
| 007 | cr nn 008mamaa | ||
| 008 | 140813s2014 gw | s |||| 0|eng d | ||
| 020 | |a 9783662442258 | ||
| 024 | 7 | |a 10.1007/978-3-662-44225-8 |2 doi | |
| 050 | 4 | |a TA405-409.3 | |
| 050 | 4 | |a QA808.2 | |
| 072 | 7 | |a TG |2 bicssc | |
| 072 | 7 | |a TEC009070 |2 bisacsh | |
| 072 | 7 | |a TEC021000 |2 bisacsh | |
| 100 | 1 | |a Ochsner, Andreas. |9 261412 | |
| 245 | 1 | 0 | |a Elasto-Plasticity of Frame Structure Elements |h [libro electrónico] : ; |b Modeling and Simulation of Rods and Beams / |c by Andreas Ochsner. |
| 260 | 1 | |a Berlin, Heidelberg : |b Springer Berlin Heidelberg : |b Imprint: Springer, |c 2014. | |
| 300 | |a xx, 596 p. : |b il. | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 347 | |a text file |b PDF |2 rda | ||
| 505 | 0 | |a Introduction -- 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. | |
| 520 | |a The finite element method is a powerful tool even for non-linear materialsâ_T 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. | ||
| 650 | 0 | |a Computer mathematics. |9 259612 | |
| 650 | 0 | |a Continuum mechanics. |9 260028 | |
| 650 | 0 | |a Materials science. |9 259715 | |
| 650 | 1 | 4 | |a Engineering. |9 259622 |
| 650 | 2 | 4 | |a Mechanics of Materials. |9 260029 |
| 650 | 2 | 4 | |a Characterization and Evaluation of Materials. |9 259717 |
| 650 | 2 | 4 | |a Computational Science |9 259618 |
| 776 | 0 | 8 | |i Printed edition: |z 9783662442241 |
| 856 | 4 | 0 | |u http://dx.doi.org/10.1007/978-3-662-44225-8 |
| 912 | |a ZDB-2-ENG | ||
| 929 | |a COM | ||
| 942 | |c EBK |6 _ | ||
| 950 | |a Engineering (Springer-11647) | ||
| 999 | |a SKV |c 28224 |d 28224 | ||