definition 30.2 Representative volume element; continuum field
open in the book ·
parts/03-classical-mechanics/13-continuum-elasticity.tex:71
· p. 1007
- ground object -- no derivation owed
Rests on
-
depends_on
definition 7.97
Partial derivative; gradient
¶
-
depends_on
definition 7.26
Derivative of a function at a point
¶
-
depends_on
definition 7.16
Limit
¶
- depends_on definition 7.2 Absolute value ¶
- depends_on definition 7.9 Real function ¶
- depends_on definition 7.9 Real function ¶ ↺
-
depends_on
definition 7.16
Limit
¶
-
depends_on
definition 5.15
Basis
¶
-
depends_on
definition 5.12
Subspace generated by a set of vectors
¶
-
depends_on
definition 5.5
Linear combination
¶
- depends_on definition 4.33 Vector space ¶
-
depends_on
definition 5.7
Vector subspace
¶
- depends_on definition 5.5 Linear combination ¶ ↺
- proves proof ch:03-linear-algebra-representations@proof-3 ¶
-
depends_on
definition 5.5
Linear combination
¶
-
depends_on
definition 5.14
Linear independence
¶
- depends_on definition 5.5 Linear combination ¶ ↺
-
depends_on
definition 5.12
Subspace generated by a set of vectors
¶
-
depends_on
definition 7.26
Derivative of a function at a point
¶
Supports
- depends_on definition 30.4 Material and spatial descriptions ¶
-
depends_on
definition 30.17
Traction
¶
-
depends_on
proposition 30.19
The stress tensor is symmetric
¶
-
depends_on
definition 30.20
Pressure and deviatoric stress
¶
-
depends_on
definition 30.31
The engineering moduli
¶
- depends_on phenomenon 30.70 Hertzian contact ¶
- depends_on phenomenon 30.60 Coulomb's law of torsion ¶
- depends_on proposition 30.33 Conversion among the moduli ¶
- depends_on proposition 30.51 Moment and curvature ¶
- depends_on remark A.676 The third cubic constant is measured, and it is not small ¶
- depends_on theorem A.695 Boussinesq's point-force solution, quoted ¶
-
depends_on
definition 30.79
Maxwell viscoelasticity
¶
- depends_on proposition 30.80 A Maxwell material is a solid or a fluid depending on how long you watch ¶
-
depends_on
proposition 30.74
The maximum shear stress, and its indifference to
pressure
¶
- depends_on phenomenon 30.73 Yield and brittle fracture ¶
- depends_on remark A.705 The dangerous stress is below the surface ¶
- depends_on remark 30.75 Two criteria, one uncited ¶
- depends_on remark 30.75 Two criteria, one uncited ¶ ↺
-
depends_on
definition 30.31
The engineering moduli
¶
-
depends_on
definition 30.20
Pressure and deviatoric stress
¶
-
depends_on
theorem 30.18
Cauchy: the stress tensor exists
¶
-
depends_on
definition 30.24
The elasticity tensor
¶
-
depends_on
definition 30.37
Voigt notation
¶
- depends_on remark 30.39 The rari-constant controversy, decided by measurement ¶
-
depends_on
phenomenon 30.28
Hooke's law
¶
- depends_on phenomenon 30.32 Poisson contraction ¶
- depends_on remark 30.78 Anharmonicity: what the quadratic energy also suppresses ¶
-
depends_on
proposition 30.25
Twenty-one constants
¶
- depends_on definition 30.37 Voigt notation ¶ ↺
- depends_on proposition 30.38 The Cauchy relations ¶
- depends_on theorem A.675 Three constants for a cubic crystal, two for an isotropic solid ¶
- depends_on proposition 30.38 The Cauchy relations ¶ ↺
- depends_on remark 30.78 Anharmonicity: what the quadratic energy also suppresses ¶ ↺
- depends_on theorem A.675 Three constants for a cubic crystal, two for an isotropic solid ¶ ↺
-
depends_on
definition 30.37
Voigt notation
¶
-
depends_on
definition 31.1
Fluid
¶
-
depends_on
definition 31.21
Ideal fluid
¶
- depends_on theorem 31.22 Euler's equations of motion ¶
-
depends_on
definition 31.2
Knudsen number
¶
- depends_on remark 31.3 When the continuum picture is allowed ¶
-
depends_on
definition 31.32
Newtonian fluid; dynamic and kinematic viscosity
¶
- depends_on remark 31.35 Non-Newtonian fluids are out of scope ¶
- depends_on remark 31.33 Reading the two viscosities ¶
- depends_on theorem 31.36 The Newtonian constitutive relation ¶
-
depends_on
proposition 31.16
Hydrostatic balance
¶
- depends_on example 31.19 The barometric distribution ¶
- depends_on phenomenon 49.8 The white-dwarf luminosity function has an edge ¶
- depends_on phenomenon 31.18 Archimedes' principle ¶
- depends_on proposition 52.1 Hydrostatic equilibrium of a self-gravitating sphere ¶
-
depends_on
definition 31.21
Ideal fluid
¶
- depends_on proposition 30.19 The stress tensor is symmetric ¶ ↺
- depends_on proposition 30.74 The maximum shear stress, and its indifference to pressure ¶ ↺
-
depends_on
remark 30.72
Stress concentration
¶
-
depends_on
proposition 30.76
Griffith's criterion
¶
- depends_on example 30.77 Why glass is weak, and thin glass is not ¶
- depends_on phenomenon 30.73 Yield and brittle fracture ¶ ↺
-
depends_on
proposition 30.76
Griffith's criterion
¶
- depends_on theorem A.695 Boussinesq's point-force solution, quoted ¶ ↺
-
depends_on
theorem 30.21
Cauchy's equation of motion
¶
-
depends_on
definition 30.22
Boundary conditions of elastostatics
¶
- depends_on proposition 30.50 Love waves need a slow surface layer ¶
- depends_on proposition 30.48 Rayleigh's secular equation ¶
- depends_on proposition 30.23 Virtual work; the weak form ¶
- depends_on proposition 30.23 Virtual work; the weak form ¶ ↺
- depends_on proposition 31.16 Hydrostatic balance ¶ ↺
- depends_on remark 30.69 Saint-Venant's principle, and its exact status ¶
-
depends_on
theorem 30.40
Navier–Cauchy equations
¶
- depends_on phenomenon 30.43 Two bulk wave speeds ¶
- depends_on proposition 30.41 Energy balance and its flux ¶
- depends_on proposition 30.50 Love waves need a slow surface layer ¶ ↺
- depends_on proposition 30.48 Rayleigh's secular equation ¶ ↺
- depends_on remark 30.46 Why the plane-wave route, and not the potentials ¶
- depends_on theorem 31.22 Euler's equations of motion ¶ ↺
-
depends_on
definition 30.22
Boundary conditions of elastostatics
¶
-
depends_on
definition 30.24
The elasticity tensor
¶
-
depends_on
proposition 30.19
The stress tensor is symmetric
¶
- depends_on example 30.3 How small a piece of copper is still a continuum ¶
- depends_on remark 30.5 Where the hypothesis fails, and how one can tell ¶
Neighborhood
Every logical edge within two steps of this node.
- declared and complete
- partly declared
- a check failed
- not graded
- declared in the source
- inferred from structure
Edges
| type | direction | node | provenance | where |
|---|---|---|---|---|
depends_on |
→ | Partial derivative; gradient | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:89 |
depends_on |
← | Material and spatial descriptions | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:133 |
depends_on |
← | Traction | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:543 |
depends_on |
← | How small a piece of copper is still a continuum | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:112 |
depends_on |
← | Where the hypothesis fails, and how one can tell | declared | parts/03-classical-mechanics/13-continuum-elasticity.tex:174 |