Abstract
The response of a transversely isotropic fiber-reinforced composite made out of two incompressible neo-Hookean phases undergoing finite deformations is considered. An expression for the effective energy-density function of the composite in terms of the properties of the phases and their spatial distribution is developed. For the out-of-plane shear and extension modes this expression is based on an exact solution for the class of composite cylinder assemblages. To account for the in-plane shear mode we incorporate an exact result that was recently obtained for a special class of transversely isotropic composites. In the limit of small deformation elasticity the expression for the effective behavior agrees with the well-known Hashin-Shtrikman bounds. The predictions of the proposed constitutive model are compared with corresponding numerical simulation of a composite with a hexagonal unit cell. It is demonstrated that the proposed model accurately captures the overall response of the periodic composite under any general loading modes.
Original language | English |
---|---|
Pages (from-to) | 533-559 |
Number of pages | 27 |
Journal | Journal of the Mechanics and Physics of Solids |
Volume | 54 |
Issue number | 3 |
DOIs | |
State | Published - 1 Mar 2006 |
Keywords
- Constitutive law
- Effective properties
- Fiber-reinforced composites
- Finite elasticity
- Hyperelastic composites
- Micromechanics
- Nonlinear composites
ASJC Scopus subject areas
- Condensed Matter Physics
- Mechanics of Materials
- Mechanical Engineering