Local and global bifurcation phenomena in plane-strain finite elasticity (Q760239)
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: Local and global bifurcation phenomena in plane-strain finite elasticity |
scientific article; zbMATH DE number 3883705
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Local and global bifurcation phenomena in plane-strain finite elasticity |
scientific article; zbMATH DE number 3883705 |
Statements
Local and global bifurcation phenomena in plane-strain finite elasticity (English)
0 references
1985
0 references
Bifurcation, global non-uniqueness and stability of solutions to the plane-strain problem of an incompressible isotropic elastic material subject to in-plane dead-load tractions are considered. In particular, for loading in equibiaxial tension, bifurcation from a configuration in which the in-plane principal stretches are equal is shown to occur at a certain critical value of the tension (which depends on the form of strain-energy function). Results concerning the global invertibility of the elastic stress-deformation relations are obtained and then used to derive an equation governing the deformation paths branching from this critical value. The stability of each branch is also examined. The analysis is carried through for a general form of strain-energy function and the results are then illustrated for a particular class of strain- energy functions.
0 references
incremental uniqueness and stability
0 references
Bifurcation
0 references
global non-uniqueness
0 references
stability of solutions
0 references
plane-strain problem
0 references
incompressible isotropic elastic material
0 references
in-plane dead-load tractions
0 references
loading in equibiaxial tension
0 references
critical value of the tension
0 references
global invertibility
0 references
elastic stress-deformation relations
0 references
deformation paths branching
0 references
stability of each branch
0 references