Bulk Data Entry
MAT9 – Material Property Definition, Form 9
Defines the material properties for linear, temperature-independent, and anisotropic materials for solid elements.
Format
(1) |
(2) |
(3) |
(4) |
(5) |
(6) |
(7) |
(8) |
(9) |
(10) |
MAT9 |
MID |
G11 |
G12 |
G13 |
G14 |
G15 |
G16 |
G22 |
|
|
G23 |
G24 |
G25 |
G26 |
G33 |
G34 |
G35 |
G36 |
|
|
G44 |
G45 |
G46 |
G55 |
G56 |
G66 |
RHO |
A1 |
|
|
A2 |
A3 |
A4 |
A5 |
A6 |
TREF |
GE |
|
|
|
Field |
Contents |
MID |
Unique material identification number. No default (Integer > 0) |
Gij |
The material property matrix. No default (Real) |
RHO |
Mass density. Used to automatically compute mass for all structural elements. No default (Real) |
Ai |
Thermal expansion coefficient vector. No default (Real) |
TREF |
Reference temperature for the calculation of thermal loads. Default = blank (Real or blank) |
GE |
Structural element damping coefficient. See comment 7. No default (Real) |
1. | The material identification number must be unique for all MAT1, MAT2, MAT8, MAT9ORT and MAT9 entries. |
2. | The convention for the Gij in fields 3 through 8 are represented by the matrix relationship. |
The subscripts 1 to 6 refer to x, y, z, xy, yz, and zx of the material coordinate system defined by the CORDM field on the PSOLID entry.
3. | Unlike the MAT1 entry, data from the MAT9 entry is used directly, without adjustment of equivalent E, G, or NU values. |
4. | If material data is to specified with the Engineering Constants E1, E2, E3, NU12, NU13, NU23, G12, G23, and G13, then use the MAT9ORT data. |
5. | The last continuation is optional. |
6. | Long field format can be used. |
7. | To obtain the damping coefficient GE, multiply the critical damping ratio, C/C0, by 2.0. |
8. | This card is represented as a material in HyperMesh. |
See Also:
Material Property Checks for MAT9