Templat:Modulus elastik

Rumus konversi
Bahan-bahan elastik linear isotropik homogen mempunyai sifat-sifat elastik yang secara unik ditentukan oleh dua dari modulus di atas; jadi, dengan mengetahui dua di antaranya, modulus elastik yang lain dapat dihiung menurut rumus-rumus ini.
	${\displaystyle K=\,}$	${\displaystyle E=\,}$	${\displaystyle \lambda =\,}$	${\displaystyle G=\,}$	${\displaystyle \nu =\,}$	${\displaystyle M=\,}$	Notes
${\displaystyle (K,\,E)}$	${\displaystyle K}$	${\displaystyle E}$	${\displaystyle {\tfrac {3K(3K-E)}{9K-E}$	${\displaystyle {\tfrac {3KE}{9K-E}$	${\displaystyle {\tfrac {3K-E}{6K}$	${\displaystyle {\tfrac {3K(3K+E)}{9K-E}$
${\displaystyle (K,\,\lambda )}$	${\displaystyle K}$	${\displaystyle {\tfrac {9K(K-\lambda )}{3K-\lambda }$	${\displaystyle \lambda }$	${\displaystyle {\tfrac {3(K-\lambda )}{2}$	${\displaystyle {\tfrac {\lambda }{3K-\lambda }$	${\displaystyle 3K-2\lambda \,}$
${\displaystyle (K,\,G)}$	${\displaystyle K}$	${\displaystyle {\tfrac {9KG}{3K+G}$	${\displaystyle K-{\tfrac {2G}{3}$	${\displaystyle G}$	${\displaystyle {\tfrac {3K-2G}{2(3K+G)}$	${\displaystyle K+{\tfrac {4G}{3}$
${\displaystyle (K,\,\nu )}$	${\displaystyle K}$	${\displaystyle 3K(1-2\nu )\,}$	${\displaystyle {\tfrac {3K\nu }{1+\nu }$	${\displaystyle {\tfrac {3K(1-2\nu )}{2(1+\nu )}$	${\displaystyle \nu }$	${\displaystyle {\tfrac {3K(1-\nu )}{1+\nu }$
${\displaystyle (K,\,M)}$	${\displaystyle K}$	${\displaystyle {\tfrac {9K(M-K)}{3K+M}$	${\displaystyle {\tfrac {3K-M}{2}$	${\displaystyle {\tfrac {3(M-K)}{4}$	${\displaystyle {\tfrac {3K-M}{3K+M}$	${\displaystyle M}$
${\displaystyle (E,\,\lambda )}$	${\displaystyle {\tfrac {E+3\lambda +R}{6}$	${\displaystyle E}$	${\displaystyle \lambda }$	${\displaystyle {\tfrac {E-3\lambda +R}{4}$	${\displaystyle {\tfrac {2\lambda }{E+\lambda +R}$	${\displaystyle {\tfrac {E-\lambda +R}{2}$	${\displaystyle R={\sqrt {E^{2}+9\lambda ^{2}+2E\lambda }$
${\displaystyle (E,\,G)}$	${\displaystyle {\tfrac {EG}{3(3G-E)}$	${\displaystyle E}$	${\displaystyle {\tfrac {G(E-2G)}{3G-E}$	${\displaystyle G}$	${\displaystyle {\tfrac {E}{2G}-1}$	${\displaystyle {\tfrac {G(4G-E)}{3G-E}$
${\displaystyle (E,\,\nu )}$	${\displaystyle {\tfrac {E}{3(1-2\nu )}$	${\displaystyle E}$	${\displaystyle {\tfrac {E\nu }{(1+\nu )(1-2\nu )}$	${\displaystyle {\tfrac {E}{2(1+\nu )}$	${\displaystyle \nu }$	${\displaystyle {\tfrac {E(1-\nu )}{(1+\nu )(1-2\nu )}$
${\displaystyle (E,\,M)}$	${\displaystyle {\tfrac {3M-E+S}{6}$	${\displaystyle E}$	${\displaystyle {\tfrac {M-E+S}{4}$	${\displaystyle {\tfrac {3M+E-S}{8}$	${\displaystyle {\tfrac {E-M+S}{4M}$	${\displaystyle M}$	${\displaystyle S=\pm {\sqrt {E^{2}+9M^{2}-10EM}$ Ada dua pemecahan valid. Tanda plus mengarah kepada ${\displaystyle \nu \geq 0}$. Tanda minus mengarah kepada ${\displaystyle \nu \leq 0}$.
${\displaystyle (\lambda ,\,G)}$	${\displaystyle \lambda +{\tfrac {2G}{3}$	${\displaystyle {\tfrac {G(3\lambda +2G)}{\lambda +G}$	${\displaystyle \lambda }$	${\displaystyle G}$	${\displaystyle {\tfrac {\lambda }{2(\lambda +G)}$	${\displaystyle \lambda +2G\,}$
${\displaystyle (\lambda ,\,\nu )}$	${\displaystyle {\tfrac {\lambda (1+\nu )}{3\nu }$	${\displaystyle {\tfrac {\lambda (1+\nu )(1-2\nu )}{\nu }$	${\displaystyle \lambda }$	${\displaystyle {\tfrac {\lambda (1-2\nu )}{2\nu }$	${\displaystyle \nu }$	${\displaystyle {\tfrac {\lambda (1-\nu )}{\nu }$	Tidak dapat digunakan bilamana ${\displaystyle \nu =0\Leftrightarrow \lambda =0}$
${\displaystyle (\lambda ,\,M)}$	${\displaystyle {\tfrac {M+2\lambda }{3}$	${\displaystyle {\tfrac {(M-\lambda )(M+2\lambda )}{M+\lambda }$	${\displaystyle \lambda }$	${\displaystyle {\tfrac {M-\lambda }{2}$	${\displaystyle {\tfrac {\lambda }{M+\lambda }$	${\displaystyle M}$
${\displaystyle (G,\,\nu )}$	${\displaystyle {\tfrac {2G(1+\nu )}{3(1-2\nu )}$	${\displaystyle 2G(1+\nu )\,}$	${\displaystyle {\tfrac {2G\nu }{1-2\nu }$	${\displaystyle G}$	${\displaystyle \nu }$	${\displaystyle {\tfrac {2G(1-\nu )}{1-2\nu }$
${\displaystyle (G,\,M)}$	${\displaystyle M-{\tfrac {4G}{3}$	${\displaystyle {\tfrac {G(3M-4G)}{M-G}$	${\displaystyle M-2G\,}$	${\displaystyle G}$	${\displaystyle {\tfrac {M-2G}{2M-2G}$	${\displaystyle M}$
${\displaystyle (\nu ,\,M)}$	${\displaystyle {\tfrac {M(1+\nu )}{3(1-\nu )}$	${\displaystyle {\tfrac {M(1+\nu )(1-2\nu )}{1-\nu }$	${\displaystyle {\tfrac {M\nu }{1-\nu }$	${\displaystyle {\tfrac {M(1-2\nu )}{2(1-\nu )}$	${\displaystyle \nu }$	${\displaystyle M}$

Matriks kekakuan (9 x 9, atau 6 x 6 dalam notasi Voigt) pada Hukum Hooke (dalam 3D) dapat dijadikan parameter hanya dengan dua komponen untuk bahan homogen dan isotropik. Dapat dipilih pasangan mana yang lebih disukai di antara modulus elastik tersebut. Sejumlah konversi yang mungkin dilakukan telah dimuat dalam tabel.

• G. Mavko, T. Mukerji, J. Dvorkin. The Rock Physics Handbook. Cambridge University Press 2003 (paperback). ISBN 0-521-54344-4