In three-dimensional isotropic linear elasticity, decompose the symmetric strain as e=pI+d with p=tr(e)/3 and trd=0. The stored energy is E=μ∑ijdij2+23(3λ+2μ)p2. Its nonnegativity for every strain is equivalent to the displayed inequalities: the traceless and purely volumetric test strains prove necessity, and the sum of squares proves sufficiency.
Ancestors (7)
- Hyperelastic material
- Finite elasticity
- Elasticity (physics)
- Continuum mechanics
- Branches of physics
- Physics
- Home
Incoming links (45)
- Antiplane energy does not determine the full stress
- Bulk modulus
- Cavitation criterion for power-law strain energy
- Constraint reaction in hyperelastic stress
- Effective elastic energy
- Equibiaxial nominal tension of an incompressible sheet
- First strain invariant
- Homogeneous hyperelastic material
- Hyperelastic material
- Incremental elastic moduli
- Isotropic hyperelastic stress invariant representation
- Isotropic thin-plate bending energy
- Material symmetry group
- Minimum potential energy principle in elasticity
- Mooney-Rivlin solid
- Natural state of a hyperelastic material
- Neo-Hookean solid
- Past exam of the elasticity and plasticity course of the University of Oxford / 2008 / 1 / b / Solution
- Past exam of the elasticity and plasticity course of the University of Oxford / 2009 / 1 / b / i / Solution
- Past exam of the elasticity and plasticity course of the University of Oxford / 2009 / 1 / c / Solution
- Past exam of the mathematical mechanical biology course of the University of Oxford / 2023 / 3 / b / ii / Solution
- Past exam of the mathematics course of the University of Cambridge / 2001 / iii / Paper 47 / 2 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2002 / iii / Paper 50 / 1 / b / Solution
- Past exam of the mathematics course of the University of Cambridge / 2002 / iii / Paper 50 / 1 / c / Solution
- Past exam of the mathematics course of the University of Cambridge / 2002 / iii / Paper 50 / 5 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2003 / ib / Paper 2 / 11C / Solution
- Past exam of the mathematics course of the University of Cambridge / 2003 / iii / Paper 70 / 2 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2004 / iii / Paper 72 / 2 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2005 / iii / Paper 78 / 2 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2006 / iii / Paper 76 / 3 / Solution
- Past exam of the mathematics course of the University of Cambridge / 2007 / iii / Paper 76 / 3 / Solution
- Past exam of the mathematics course of the year 2 of the natural sciences course of the University of Cambridge / 2008 / Paper 2 / 6 / Solution
- Past exam of the physics B course of the University of Cambridge / 2016 / Paper 2 / Section B / B9 / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2007 / 2 / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2007 / 4 / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2008 / 3 / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2011 / 1 / a / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2011 / 1 / d / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2023 / 1 / a / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2023 / 1 / c / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2023 / 2 / b / ii / Solution
- Past exam of the solid mechanics course of the University of Oxford / 2023 / 2 / d / ii / Solution
- Principal stress formula for incompressible hyperelasticity
- Stress-free linearization of an objective energy
- Voigt elastic approximation
Discussion (0) New discussion
There are no discussions about this article yet.
Articles by others on the same topic (0)
There are currently no matching articles.