proposition A.682 The plane-stress law
open in the book ·
appendices/A-long-proofs.tex:33154
· p. 3124
Rests on
-
depends_on
definition 30.63
Flexural rigidity
¶
-
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 theorem 5.79 Spectral theorem for a self-adjoint operator ¶
- 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 lemma 30.26 Isotropic Cartesian tensors of rank four ¶
- proves proof ch:13-continuum-elasticity@proof-12 ¶
-
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 ¶
- proves proof ch:13-continuum-elasticity@proof-13 ¶
- 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
¶
-
depends_on
proposition 30.51
Moment and curvature
¶
- depends_on definition 30.31 The engineering moduli ¶ ↺
- depends_on equation 30.21 eq:elast-hooke-isotropic ¶ ↺
- proves proof ch:13-continuum-elasticity@proof-27 ¶
-
depends_on
proposition 30.33
Conversion among the moduli
¶
- depends_on equation 30.21 eq:elast-hooke-isotropic ¶ ↺
- depends_on proposition 30.33 Conversion among the moduli ¶ ↺
- proves proof app:A-long-proofs@proof-405 ¶
Supports
-
depends_on
definition A.689
Edge resultants
¶
- depends_on remark A.690 Poisson's count, and why it cannot be right ¶
-
depends_on
theorem A.691
Kirchhoff's edge conditions and the corner force
¶
- depends_on remark A.692 The corner force is real, and you can feel it ¶
-
depends_on
proposition A.684
The plate energy
¶
-
depends_on
lemma A.685
The Gaussian-curvature term is a null Lagrangian
¶
- depends_on remark A.686 Why the operator comes out as $\nabla^{4}$ ¶
-
depends_on
theorem A.688
The Kirchhoff plate equation
¶
- depends_on remark A.690 Poisson's count, and why it cannot be right ¶ ↺
- depends_on theorem A.691 Kirchhoff's edge conditions and the corner force ¶ ↺
-
depends_on
lemma A.685
The Gaussian-curvature term is a null Lagrangian
¶
- depends_on remark A.683 Where the factor $1-\nu^{2}$ comes from ¶
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 |
→ | Flexural rigidity | declared | appendices/A-long-proofs.tex:33171 |
depends_on |
→ | eq:elast-hooke-isotropic | declared | appendices/A-long-proofs.tex:33171 |
depends_on |
→ | Conversion among the moduli | declared | appendices/A-long-proofs.tex:33171 |
depends_on |
← | Edge resultants | declared | appendices/A-long-proofs.tex:33544 |
depends_on |
← | The plate energy | declared | appendices/A-long-proofs.tex:33260 |
depends_on |
← | Where the factor $1-\nu^{2}$ comes from | declared | appendices/A-long-proofs.tex:33239 |
proves |
← | app:A-long-proofs@proof-405 | declared | appendices/A-long-proofs.tex:33175 |