Elastic constitutive law for solid elements at constant temperature
This law is used for a mechanical analysis of elastic isotropic solids undergoing large strains.
Prepro: LELA.F
Lagamine:
Plane stress state | YES |
Plane strain state | YES |
Axisymmetric state | YES |
3D state | YES |
Generalized plane state | YES |
Line 1 (2I5, 60A1) | |
---|---|
IL | Law number |
ITYPE | 1 |
COMMENT | Any comment (up to 60 characters) that will be reproduced on the output listing |
Line 1 (2I5) | |
---|---|
ISOL | = 0 : use of total stresses in the constitutive law |
≠ 0 : use of effective stresses in the constitutive law - see appendix 7 | |
NINTV | = 1 by default |
Line 1 (3G10.0) | |
---|---|
E | YOUNG’s elastic modulus |
ANU | POISSON’s ratio |
RHO | Specific mass |
6 for 3D state
4 for the other cases
The stresses are the components of CAUCHY stress tensor in global (X,Y,Z) coordinates.
For the 3-D state:
SIG(1) | $\sigma_{xx}$ |
SIG(2) | $\sigma_{yy}$ |
SIG(3) | $\sigma_{zz}$ |
SIG(4) | $\sigma_{xy}$ |
SIG(5) | $\sigma_{xz}$ |
SIG(6) | $\sigma_{yz}$ |
For the other cases:
SIG(1) | $\sigma_{xx}$ |
SIG(2) | $\sigma_{yy}$ |
SIG(3) | $\sigma_{xy}$ |
SIG(4) | $\sigma_{zz}$ |
7
Q(1) | Element thickness (t) in plane stress state |
= 1 in plane strain state | |
Circumferential strain rate ($\varepsilon_{r}$) in axisymmetric state | |
= 0 in 3-D state | |
element thickness (t) in generalized plane state | |
Q(2) | nothing |
Q(3) | nothing |
Q(4) | nothing |
Q(5) | nothing |
Q(6) | strain energy per unit volume |
Q(7) | actualized specific mass RHO |