Difference between revisions of "Template:Elastic moduli"
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| style="text-align:center;" | <math>\tfrac{E-M+S}{4M}</math> | | style="text-align:center;" | <math>\tfrac{E-M+S}{4M}</math> | ||
| style="text-align:center;" | | | style="text-align:center;" | | ||
| − | | style="text-align:center;" | | + | | style="text-align:center;" | <math>S=\pm\sqrt{E^2+9M^2-10EM}</math><br /> |
There are two valid solutions.<br /> | There are two valid solutions.<br /> | ||
The plus sign leads to <math>\nu\geq 0</math>.<br /> | The plus sign leads to <math>\nu\geq 0</math>.<br /> | ||
Revision as of 20:51, 2 October 2018
| Conversion formulas | |||||||
|---|---|---|---|---|---|---|---|
| Homogeneous isotropic linear elastic materials have their elastic properties uniquely determined by any two moduli among these; thus, given any two, any other of the elastic moduli can be calculated according to these formulas. | |||||||
| <math>K=\,</math> | <math>E=\, </math> | <math>\lambda=\,</math> | <math>G=\, </math> | <math>\nu=\,</math> | <math>M=\,</math> | Notes | |
| <math>(K,\,E)</math> | <math>\tfrac{3K(3K-E)}{9K-E}</math> | <math>\tfrac{3KE}{9K-E}</math> | <math>\tfrac{3K-E}{6K}</math> | <math>\tfrac{3K(3K+E)}{9K-E}</math> | |||
| <math>(K,\,\lambda)</math> | <math>\tfrac{9K(K-\lambda)}{3K-\lambda}</math> | <math>\tfrac{3(K-\lambda)}{2}</math> | <math>\tfrac{\lambda}{3K-\lambda}</math> | <math>3K-2\lambda\,</math> | |||
| <math>(K,\,G)</math> | <math>\tfrac{9KG}{3K+G}</math> | <math>K-\tfrac{2G}{3}</math> | <math>\tfrac{3K-2G}{2(3K+G)}</math> | <math>K+\tfrac{4G}{3}</math> | |||
| <math>(K,\,\nu)</math> | <math>3K(1-2\nu)\,</math> | <math>\tfrac{3K\nu}{1+\nu}</math> | <math>\tfrac{3K(1-2\nu)}{2(1+\nu)}</math> | <math>\tfrac{3K(1-\nu)}{1+\nu}</math> | |||
| <math>(K,\,M)</math> | <math>\tfrac{9K(M-K)}{3K+M}</math> | <math>\tfrac{3K-M}{2}</math> | <math>\tfrac{3(M-K)}{4}</math> | <math>\tfrac{3K-M}{3K+M}</math> | |||
| <math>(E,\,\lambda)</math> | <math>\tfrac{E + 3\lambda + R}{6}</math> | <math>\tfrac{E-3\lambda+R}{4}</math> | <math>\tfrac{2\lambda}{E+\lambda+R}</math> | <math>\tfrac{E-\lambda+R}{2}</math> | <math>R=\sqrt{E^2+9\lambda^2 + 2E\lambda}</math> | ||
| <math>(E,\,G)</math> | <math>\tfrac{EG}{3(3G-E)}</math> | <math>\tfrac{G(E-2G)}{3G-E}</math> | <math>\tfrac{E}{2G}-1</math> | <math>\tfrac{G(4G-E)}{3G-E}</math> | |||
| <math>(E,\,\nu)</math> | <math>\tfrac{E}{3(1-2\nu)}</math> | <math>\tfrac{E\nu}{(1+\nu)(1-2\nu)}</math> | <math>\tfrac{E}{2(1+\nu)}</math> | <math>\tfrac{E(1-\nu)}{(1+\nu)(1-2\nu)}</math> | |||
| <math>(E,\,M)</math> | <math>\tfrac{3M-E+S}{6}</math> | <math>\tfrac{M-E+S}{4}</math> | <math>\tfrac{3M+E-S}{8}</math> | <math>\tfrac{E-M+S}{4M}</math> | <math>S=\pm\sqrt{E^2+9M^2-10EM}</math> There are two valid solutions. | ||
| <math>(\lambda,\,G)</math> | <math>\lambda+ \tfrac{2G}{3}</math> | <math>\tfrac{G(3\lambda + 2G)}{\lambda + G}</math> | <math>\tfrac{\lambda}{2(\lambda + G)}</math> | <math>\lambda+2G\,</math> | |||
| <math>(\lambda,\,\nu)</math> | <math>\tfrac{\lambda(1+\nu)}{3\nu}</math> | <math>\tfrac{\lambda(1+\nu)(1-2\nu)}{\nu}</math> | <math>\tfrac{\lambda(1-2\nu)}{2\nu}</math> | <math>\tfrac{\lambda(1-\nu)}{\nu}</math> | Cannot be used when <math>\nu=0 \Leftrightarrow \lambda=0</math> | ||
| <math>(\lambda,\,M)</math> | <math>\tfrac{M + 2\lambda}{3}</math> | <math>\tfrac{(M-\lambda)(M+2\lambda)}{M+\lambda}</math> | <math>\tfrac{M-\lambda}{2}</math> | <math>\tfrac{\lambda}{M+\lambda}</math> | |||
| <math>(G,\,\nu)</math> | <math>\tfrac{2G(1+\nu)}{3(1-2\nu)}</math> | <math>2G(1+\nu)\,</math> | <math>\tfrac{2 G \nu}{1-2\nu}</math> | <math>\tfrac{2G(1-\nu)}{1-2\nu} </math> | |||
| <math>(G,\,M)</math> | <math>M - \tfrac{4G}{3}</math> | <math>\tfrac{G(3M-4G)}{M-G}</math> | <math>M - 2G\,</math> | <math>\tfrac{M - 2G}{2M - 2G}</math> | |||
| <math>(\nu,\,M)</math> | <math>\tfrac{M(1+\nu)}{3(1-\nu)}</math> | <math>\tfrac{M(1+\nu)(1-2\nu)}{1-\nu}</math> | <math>\tfrac{M \nu}{1-\nu}</math> | <math>\tfrac{M(1-2\nu)}{2(1-\nu)}</math> | |||
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.
References
- G. Mavko, T. Mukerji, J. Dvorkin. The Rock Physics Handbook. Cambridge University Press 2003 (paperback). ISBN 0-521-54344-4