Elastic constitutive law for solid elements at constant temperature
This law is only used by TRUSS elements
Prepro: LELATR.F
Plane stress state | YES |
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 | 5 |
COMMENT | Any comment (up to 60 characters) that will be reproduced on the output listing |
Line 1 (I5) | |
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ISOL | = 0 : use of total stresses in the constitutive law |
= 1 : use of effective stresses in the constitutive law |
Line 1 (2G10.0) | |
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E | YOUNG’s elastic modulus |
ANU | Area of the TRUSS elements |
2
The stresses are the PIOLA-KIRCHOFF number 2 Normal Force in the TRUSS element.
SIG(1) | $N_{PK2}$ at node I |
SIG(2) | $N_{PK2}$ at node J |
N.B. SIG(1) = SIG(2)
1
Q(1) | =0 |