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130626 ||| eng |
| 020 |
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|a 9789400757660
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| 100 |
1 |
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|a Byskov, Esben
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| 245 |
0 |
0 |
|a Elementary Continuum Mechanics for Everyone
|h Elektronische Ressource
|b With Applications to Structural Mechanics
|c by Esben Byskov
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| 250 |
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|a 1st ed. 2013
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| 260 |
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|a Dordrecht
|b Springer Netherlands
|c 2013, 2013
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| 300 |
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|a XXX, 593 p
|b online resource
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| 505 |
0 |
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|a Preface -- Introduction -- I Continuum Mechanics -- II Specialized Continua -- III Beams with Cross-Sections and Plates with Thickness -- IV Buckling -- V Introduction to the Finite Element Method -- VI Mathematical Preliminaries -- Index
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| 653 |
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|a Solid Mechanics
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| 653 |
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|a Applied mathematics
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| 653 |
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|a Mechanics, Applied
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| 653 |
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|a Engineering mathematics
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| 653 |
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|a Mathematical and Computational Engineering
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| 653 |
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|a Mechanical Engineering
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| 653 |
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|a Mechanical engineering
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| 653 |
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|a Mechanics
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| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
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| 989 |
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|b Springer
|a Springer eBooks 2005-
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| 490 |
0 |
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|a Solid Mechanics and Its Applications
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| 856 |
4 |
0 |
|u https://doi.org/10.1007/978-94-007-5766-0?nosfx=y
|x Verlag
|3 Volltext
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| 082 |
0 |
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|a 531
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| 520 |
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|a The book opens with a derivation of kinematically nonlinear 3-D continuum mechanics for solids. Then the principle of virtual work is utilized to derive the simpler, kinematically linear 3-D theory and to provide the foundation for developing consistent theories of kinematic nonlinearity and linearity for specialized continua, such as beams and plates, and finite element methods for these structures. A formulation in terms of the versatile Budiansky-Hutchinson notation is used as basis for the theories for these structures and structural elements, as well as for an in-depth treatment of structural instability
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