MAT9OR
Bulk Data Entry Defines the material properties for linear, temperature-independent, and orthotropic materials for solid elements in terms of engineering constants.
Format
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
MAT9OR | MID | E1 | E2 | E3 | NU12 | NU23 | NU31 | RHO | |
G12 | G23 | G31 | A1 | A2 | A3 | TREF | GE |
Example
(1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
---|---|---|---|---|---|---|---|---|---|
MAT9OR | 21 | 1e6 | 1e3 | 1e3 | 0.1 | 0.1 | 1e5 | ||
1e3 | 1e3 | 1e-6 | 1e-6 | 1e-6 |
Definitions
Field | Contents | SI Unit Example |
---|---|---|
MID | Material identification
number. Must be unique with respect to other
MAT1, MAT2,
MAT8, MAT9, and
MAT9OR definitions. No default (Integer > 0) |
|
E1 | Elastic modulus in
1-direction. No default (Real) |
|
E2 | Elastic modulus in
2-direction. No default (Real) |
|
E3 | Elastic modulus in
3-direction. No default (Real) |
|
NU12 | Poisson's ratio for
uniaxial loading in 1-direction. 3 No default (Real) |
|
NU23 | Poisson's ratio for
uniaxial loading in 2-direction. 3 No default (Real) |
|
NU31 | Poisson's ratio for
uniaxial loading in 3-direction. This field can be interpreted
either as NU31 (default) or NU13,
based on the optional SYSSETTING(MAT9ORT). 3 Default = Value of NU23 field (Real) |
|
RHO | Mass density. No default (Real) |
|
G12 | Shear modulus on plane 1-2. | |
G23 | Shear modulus on plane 2-3. | |
G31 | Shear modulus on plane 3-1. | |
Ai | Coefficient of thermal
expansion in the i-direction Default =0.0 (Real) |
|
TREF | Reference temperature for
the calculation of thermal loads. Default = blank (Real or blank) |
|
GE | Structural element damping
coefficient. 5 Default = 0.0 (Real) |
Comments
- This input definition is internally converted to an equivalent MAT9 definition on reading (Comment 6). This is reflected in echoed (ECHO / ECHOON / ECHOOFF) input data and all messaging.
- The material identification number must be unique for all MAT1, MAT2, MAT8, MAT9 and MAT9OR entries.
- In general,
12 is not the same as
21, but they are related by
.Furthermore, material stability requires that:
(1) - It may be difficult to find all nine
orthotropic constants. In some practical problems, the material properties may
be reduced to normal anisotropy in which the material is isotropic in a plane
(for example, plane 1-2), and has different properties in the direction normal
to this plane.In the plane of isotropy, the properties are reduced to:
(2) with andThere are five independent material constants for normal anisotropy ( , , pn, np, and Gn).
In case the material has a planar anisotropy, in which the material is orthotropic only in a plane, the elastic constants are reduced to seven (E1, E2, E3, 12, G12, G23, and G31).
- To obtain the damping coefficient GE, multiply the critical damping ratio, by 2.0.
- Internal conversion from
MAT9OR to MAT9. The material property
fields of the MAT9 entry are calculated internally from the
MAT9OR entry using:
(3) (4) (5) (6) (7) (8) (9) (10) (11) Where,
The values of , E and G for the expressions in the above equations are taken from the NUij , Ei and Gij fields respectively of this MAT9OR entry; where i, j € {1,2,3} and the values of G11, G22, G33, G44, G55, G66, G12, G13, and G23 (see above equations) are used to populate the G11, G22, G33, G44, G55, G66, G12, G13, and G23 fields (G12=G21, G13=G31 and G23=G32 due to symmetry) of the MAT9 entry. The remaining elements of the MAT9 entry (that is G14, G15, G24, and so on) are equal to zero.