PBAR
Defines the properties of a CBAR element.
| 1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
| PBAR |
PID |
MID |
A |
I1 |
I2 |
J |
NSM |
|
|
|
C1 |
C2 |
D1 |
D2 |
E1 |
E2 |
F1 |
F2 |
|
|
K1 |
K2 |
I12 |
|
|
|
|
|
|
Fields
| Field |
Contents |
Default Value |
| PID |
Property identification number. (Integer > 0) |
Required |
| MID |
Material identification number. (Integer > 0) |
Required |
| A |
Area of the beam cross section. (Real > 0.0) |
Required |
| I1 |
Area moment of inertia for bending in plane 1 about the neutral axis. (Real > 0.0) |
Required |
| I2 |
Area moment of inertia for bending in plane 2 about the neutral axis. (Real > 0.0) |
Required |
| J |
Torsional stiffness parameter. (Real) |
Required |
| NSM |
Nonstructural mass per unit length. (Real) |
0.0 |
| Ci, Di, Ei, Fi |
The y and z locations (i = 1 corresponds to y and i = 2 corresponds to z) in element coordinates relative to the shear center (see the diagram following the remarks) for stress data recovery. (Real) |
y = z = 0.0 |
| K1, K2 |
Shear stiffness factor K in KAG for plane 1 and plane 2. See Remark 2. (Real) |
0.0, 0.0 |
| I12 |
Area product of inertia. Must be 0.0 or blank. |
0.0 |