example 30.35 From single crystals to the isotropic aggregate
open in the book ·
parts/03-classical-mechanics/13-continuum-elasticity.tex:1153
· p. 1019
- example -- no derivation owed by its kind
Rests on
-
depends_on
proposition 30.34
Minimum of the potential energy
¶
-
depends_on
proposition 30.30
Stability bounds
¶
- depends_on equation 30.23 eq:elast-energy-density ¶
-
depends_on
theorem 5.116
Sylvester's law of inertia
¶
-
depends_on
definition 5.110
Bilinear map
¶
- depends_on definition 5.37 Linear transformation ¶
-
depends_on
definition 5.111
Symmetric and antisymmetric forms
¶
- depends_on definition 5.110 Bilinear map ¶ ↺
- depends_on equation 5.137 eq:lin-bilinear-matrix ¶
- depends_on equation 5.139 eq:lin-bilinear-congruence ¶
- proves proof ch:03-linear-algebra-representations@proof-53 ¶
-
depends_on
definition 5.110
Bilinear map
¶
- proves proof ch:13-continuum-elasticity@proof-13 ¶
-
depends_on
proposition 30.23
Virtual work; the weak form
¶
-
depends_on
definition 30.22
Boundary conditions of elastostatics
¶
-
depends_on
definition 10.24
Well-posed problem
¶
- depends_on definition 10.1 Partial differential equation; order ¶
- depends_on definition 6.24 Metric ¶
-
depends_on
theorem 30.21
Cauchy's equation of motion
¶
- depends_on theorem 7.133 Gauss ¶
- depends_on theorem 30.18 Cauchy: the stress tensor exists ¶
- proves proof ch:13-continuum-elasticity@proof-9 ¶
-
depends_on
definition 10.24
Well-posed problem
¶
- depends_on theorem 30.21 Cauchy's equation of motion ¶ ↺
- proves proof ch:13-continuum-elasticity@proof-10 ¶
-
depends_on
definition 30.22
Boundary conditions of elastostatics
¶
- proves proof ch:13-continuum-elasticity@proof-16 ¶
-
depends_on
proposition 30.30
Stability bounds
¶
-
depends_on
proposition 30.33
Conversion among the moduli
¶
-
depends_on
definition 30.31
The engineering moduli
¶
-
depends_on
definition 30.20
Pressure and deviatoric stress
¶
-
depends_on
proposition 30.19
The stress tensor is symmetric
¶
- depends_on definition 30.17 Traction ¶
- depends_on theorem 30.18 Cauchy: the stress tensor exists ¶ ↺
- proves proof ch:13-continuum-elasticity@proof-8 ¶
-
depends_on
theorem 5.79
Spectral theorem for a self-adjoint operator
¶
- depends_on corollary 5.72 Existence of an eigenvalue over $\C$ ¶
- depends_on definition 5.41 Adjoint ¶
- depends_on theorem 5.40 Rank–nullity ¶
- proves proof ch:03-linear-algebra-representations@proof-31 ¶
-
depends_on
proposition 30.19
The stress tensor is symmetric
¶
- depends_on equation 30.21 eq:elast-hooke-isotropic ¶
-
depends_on
definition 30.20
Pressure and deviatoric stress
¶
-
depends_on
phenomenon 30.32
Poisson contraction
¶
-
depends_on
phenomenon 30.28
Hooke's law
¶
-
depends_on
definition 30.24
The elasticity tensor
¶
- depends_on definition 30.6 Linear strain and infinitesimal rotation ¶
- depends_on theorem 30.18 Cauchy: the stress tensor exists ¶ ↺
-
depends_on
lemma 30.26
Isotropic Cartesian tensors of rank four
¶
- depends_on definition 13.5 Tensor under orthogonal transformations ¶
- depends_on theorem 5.133 Isotropic Cartesian tensors of rank at most four ¶
- proves proof ch:13-continuum-elasticity@prooflink-1 ¶
- proves proof ch:13-continuum-elasticity@proof-12 ¶
-
depends_on
definition 30.24
The elasticity tensor
¶
- depends_on proposition 30.30 Stability bounds ¶ ↺
- proves proof ch:13-continuum-elasticity@proof-14 ¶
-
depends_on
phenomenon 30.28
Hooke's law
¶
- proves proof ch:13-continuum-elasticity@proof-15 ¶
-
depends_on
definition 30.31
The engineering moduli
¶
Supports
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Edges
| type | direction | node | provenance | where |
|---|---|---|---|---|
depends_on |
→ | Minimum of the potential energy | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:1191 |
depends_on |
→ | Conversion among the moduli | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:1191 |