Elastic-plastic composites at finite strains (Q760221)
From MaRDI portal
 | This is the item page for this Wikibase entity, intended for internal use and editing purposes. Please use this page instead for the normal view: Elastic-plastic composites at finite strains |
scientific article; zbMATH DE number 3883675
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Elastic-plastic composites at finite strains |
scientific article; zbMATH DE number 3883675 |
Statements
Elastic-plastic composites at finite strains (English)
0 references
1985
0 references
For elastic-plastic composites at finite strains and rotations, Hill's self-consistent method is used to estimate the overall instantaneous elastic-plastic moduli. Results are applied to a porous metal whose matrix constitutive relations are characterized by a generalized \(J_ 2\) plastiticity model. As an illustration, uniaxial deformation of a porous elastic-plastic solid is considered, and conditions under which the overall uniform deformation becomes unstable by localized deformations, are examined.
0 references
instantaneous moduli of two phase composites
0 references
concentration tensor
0 references
elastic-plastic composites
0 references
finite strains and rotations
0 references
Hill's self- consistent method
0 references
overall instantaneous elastic-plastic moduli
0 references
porous metal
0 references
matrix constitutive relations
0 references
generalized \(J_ 2\) plastiticity model
0 references
uniaxial deformation
0 references
porous elastic-plastic solid
0 references
conditions
0 references
overall uniform deformation becomes unstable
0 references
localized deformations
0 references
