Elastic constitutive law for solid elements at constant temperature. Second gradient-plane deformation (for second gradient method from Grenoble).
This law is used for mechanical analysis of elastic isotropic solids undergoing large strains.
Implemented by: P. Besuelle, 2002
Prepro: LE2GDP.F
Lagamine: E2GDP.F (plane strain state), E2GDPS.F (plane stress state ?)
Plane stress state | NO |
Plane strain state | YES |
Axisymmetric state | NO |
3D state | NO |
Generalized plane state | NO |
Line 1 (2I5, 60A1) | |
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IL | Law number |
ITYPE | 582 |
COMMENT | Any comment (up to 60 characters) that will be reproduced on the output listing |
Line 1 (1I5) | |
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ISOL | = 0 : use of total stresses in the constitutive law |
$\neq$ 0 : use of effective stresses in the constitutive law. See Appendix 8 |
Line 1 (2G10.0) | |
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E | Elastic modulus |
RHO | Specific mass |
8
The stresses are the components of 2$^{nd}$ gradient stress tensor in global (X, Y, Z) coordinates.
SIG(1) | $\Sigma_{111}$ |
SIG(2) | $\Sigma_{112}$ |
SIG(3) | $\Sigma_{121}$ |
SIG(4) | $\Sigma_{122}$ |
SIG(5) | $\Sigma_{211}$ |
SIG(6) | $\Sigma_{212}$ |
SIG(7) | $\Sigma_{221}$ |
SIG(8) | $\Sigma_{222}$ |
2
Q(1) | = 1 in plane strain state |
Q(2) | RHO actualised specific mass |