Template:Elastic moduli
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| 3D Formulae | |||||||
|---|---|---|---|---|---|---|---|
| Knowns | Bulk modulus (K) | Young's modulus (E) | Lamé's first parameter (λ) | Shear modulus (G) | Poisson's ratio (ν) | P-wave modulus (M) | Notes |
| (K, E) | 3K − E/3 − E/3K | E/3 − E/3K | 1/2 − E/6K | 3K + E/3 − E/3K | |||
| (K, λ) | 9K(K − λ)/3K − λ | 3(K − λ)/2 | λ/3K − λ | 3K − 2λ | |||
| (K, G) | 9KG/3K + G | K − 2G/3 | 3K − 2G/6K + 2G | K + 4G/3 | |||
| (K, ν) | 3K(1 − 2ν) | 3Kν/1 + ν | 3K(1 − 2ν)/2(1 + ν) | 3K(1 − ν)/1 + ν | |||
| (K, M) | 9K(M − K)/3K + M | 3K − M/2 | 3(M − K)/4 | 3K − M/3K + M | |||
| (E, λ) | E + 3λ + R/6 | E − 3λ + R/4 | − E + R/4λ − 1/4 | E − λ + R/2 | R = ±(E2 + 9λ2 + 2Eλ)1/2 | ||
| (E, G) | EG/3(3G − E) | G(E − 2G)/3G − E | E/2G − 1 | G(4G − E)/3G − E | |||
| (E, ν) | E/3 − 6ν | Eν/(1 + ν)(1 − 2ν) | E/2(1 + ν) | E(1 − ν)/(1 + ν)(1 − 2ν) | |||
| (E, M) | 3M − E + S/6 | M − E + S/4 | 3M + E − S/8 | E + S/4M − 1/4 | S = ±(E2 + 9M2 − 10EM)1/2 | ||
| (λ, G) | λ + 2G/3 | G(3λ + 2G)/λ + G | λ/2(λ + G) | λ + 2G | |||
| (λ, ν) | λ/3(1 + 1/v) | λ(1/ν − 2ν − 1) | λ(1/2ν − 1) | λ(1/ν − 1) | |||
| (λ, M) | M + 2λ/3 | (M − λ)(M+2λ)/M + λ | M − λ/2 | λ/M + λ | |||
| (G, ν) | 2G(1 + ν)/3 − 6ν | 2G(1 + ν) | 2 G ν/1 − 2ν | 2G(1 − ν)/1 − 2ν | |||
| (G, M) | M − 4G/3 | G(3M − 4G)/M − G | M − 2G | M − 2G/2M − 2G | |||
| (ν, M) | M(1 + ν)/3(1 − ν) | M(1 + ν)(1 − 2ν)/1 − ν | M ν/1 − ν | M(1 − 2ν)/2(1 − ν) | |||
| 2D Formulae | |||||||
| Knowns | (K) | (E) | (λ) | (G) | (ν) | (M) | Notes |
| (K2D, E2D) | 2K2D(2K2D − E2D)/4K2D − E2D | K2DE2D/4K2D − E2D | 2K2D − E2D/2K2D | 4K2D^2/4K2D − E2D | |||
| (K2D, λ2D) | 4K2D(K2D − λ2D)/2K2D − λ2D | K2D − λ2D | λ2D/2K2D − λ2D | 2K2D − λ2D | |||
| (K2D, G2D) | 4K2DG2D/K2D + G2D | K2D − G2D | K2D − G2D/K2D + G2D | K2D + G2D | |||
| (K2D, ν2D) | 2K2D(1 − ν2D) | 2K2Dν2D/1 + ν2D | K2D(1 − ν2D)/1 + ν2D | 2K2D/1 + ν2D | |||
| (E2D, G2D) | E2DG2D/4G2D − E2D | 2G2D(E2D − 2G2D)/4G2D − E2D | E2D/2G2D − 1 | 4G2D^2/4G2D − E2D | |||
| (E2D, ν2D) | E2D/2(1 − ν2D) | E2Dν2D/(1 + ν2D)(1 − ν2D) | E2D/2(1 + ν2D) | E2D/(1 + ν2D)(1 − ν2D) | |||
| (λ2D, G2D) | λ2D + G2D | 4G2D(λ2D + G2D)/λ2D + 2G2D | λ2D/λ2D + 2G2D | λ2D + 2G2D | |||
| (λ2D, ν2D) | λ2D(1 + ν2D)/2ν2D | λ2D(1 + ν2D)(1 − ν2D)/ν2D | λ2D(1 − ν2D)/2ν2D | λ2D/ν2D | |||
| (G2D, ν2D) | G2D(1 + ν2D)/1 − ν2D | 2G2D(1 + ν2D) | 2 G2D ν2D/1 − ν2D | 2G2D/1 − ν2D | |||
| (G2D, M2D) | M2D − G2D | 4G2D(M2D − G2D)/M2D | M2D − 2G2D | M2D − 2G2D/M2D | |||
Usage
[edit source]The stiffness matrix (9 by 9, or 6 by 6 in Voigt notation) in Hooke's law (in 3D) can be parametrized by only two components for homogeneous and isotropic materials. One may choose whichever pair one prefers among the elastic moduli given below. Some of the possible conversions are listed in the table.