Plasticity constitutive routines for finite element analysis
The classical elasto-static Finite Element analysis assumes that the continuum adopts a linear elastic response, irregardless of the magnitude of the applied loads or deformations. This assumption is valid for materials tested to behave elastically under normal service load conditions. This is no lo...
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| フォーマット: | 学位論文 |
| 言語: | English |
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1987.
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