====== ELA ====== ===== Description ===== Elastic constitutive law for solid elements at constant temperature ==== The model ==== This law is used for a mechanical analysis of elastic isotropic solids undergoing large strains. ==== Files ==== Prepro: LELA.F \\ \\ Lagamine: * ELA2S.F (Plane stress state) * ELA2E.F (Plane strain state) * ELA2A.F (Axisymmetric and generalized plane state) * ELA3D.F (3D state) ===== Availability ===== |Plane stress state| YES | |Plane strain state| YES | |Axisymmetric state| YES | |3D state| YES | |Generalized plane state| YES | ===== Input file ===== ==== Parameters defining the type of constitutive law ==== ^ Line 1 (2I5, 60A1)^^ |IL|Law number| |ITYPE| 1 | |COMMENT| Any comment (up to 60 characters) that will be reproduced on the output listing| ==== Integer parameters ==== ^ Line 1 (2I5) ^^ |ISOL| = 0 : use of total stresses in the constitutive law | |:::| ≠ 0 : use of effective stresses in the constitutive law - see [[appendices:a7|appendix 7]] | |NINTV| = 1 by default | ==== Real parameters ==== ^ Line 1 (3G10.0) ^^ |E| YOUNG’s elastic modulus | |ANU| POISSON’s ratio | |RHO| Specific mass | ===== Stresses ===== ==== Number of stresses ==== 6 for 3D state \\ 4 for the other cases ==== Meaning ==== 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)|$\sigma_{zz}$| ===== State variables ===== ==== Number of state variables ==== 7 ==== List of state variables ==== |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|