CMBUSHC
Bulk Data Entry Defines a bushing element without reference to a property entry.
Format
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
|---|---|---|---|---|---|---|---|---|---|
| CMBUSHC | EID | G1 | G2 | X1, G3 | Y1 | Z1 | |||
| "K" | K1CID | K2CID | K3CID | K4CID | K5CID | K6CID | |||
| "B" | B1CID | B2CID | B3CID | B4CID | B5CID | B6CID | |||
| "P" | P | P | P3 | P4 | P5 | P6 | |||
| "KE" | K1EID | K2EID | K3EID | K4EID | K5EID | K6EID | |||
| "BE" | B1EID | B2EID | B3EID | B4EID | B5EID | B6EID | |||
| KINT | BINT |
Example
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) |
|---|---|---|---|---|---|---|---|---|---|
| CMBUSHC | 4 | 1 | 2 | 1.0 | 0.0 | 0.0 | |||
| K | 100 | 100 | 100 | 1 | 1 | 1 | |||
| B | 1 | 1 | 1 | 1 | 1 | 1 | |||
| P | 0 | 0 | 0 | 0 | 0 | 0 | |||
| AKIMA | AKIMA |
Definitions
| Field | Contents | SI Unit Example |
|---|---|---|
| EID | Unique element
identification number. (Integer > 0) |
|
| G1 | Grid point identification
number. (Integer > 0) |
|
| G2 | Grid point identification
number. (Integer > 0) |
|
| G3 | Grid point identification
number to optionally supply X1,
Y1, and Z1 in conjunction
with G1. (Integer > 0) |
|
| X1, Y1, Z1 | Orientation vector of the
bushing. (Real) |
|
| K | Stiffness specifier. | |
| K1CID, K2CID, K3CID | Translational stiffness
curve ID. Default = 0 (Integer ≥ 0 or blank) |
|
| K4CID, K5CID, K6CID | Rotational stiffness curve
ID. Default = 0 (Integer ≥ 0 or blank) |
|
| B | Damping specifier. | |
| B1CID, B2CID, B3CID | Translational damping
curve ID. Default = 0 (Integer ≥ 0 or blank) |
|
| B4CID, B5CID, B6CID | Rotational damping curve
ID. Default = 0 (Integer ≥ 0 or blank) |
|
| P | Preload specifier. | |
| P, P, P3 | Translational preload. | |
| P4, P5, P6 | Rotational preload. | |
| K1EID, K2EID, K3EID | Translational stiffness
independent variable expression ID. Default = 0 (Integer ≥ 0 or blank) implies deflection as the independent variable |
|
| K4EID, K5EID, K6EID | Rotational stiffness
independent variable expression ID. Default = 0 (Integer ≥ 0 or blank) implies deflection as the independent variable |
|
| B1EID, B2EID, B3EID | Translational damping
independent variable expression ID. Default = 0 (Integer ≥ 0 or blank) implies velocity as the independent variable |
|
| B4EID, B5EID, B6EID | Rotational damping
independent variable expression ID. Default = 0 (Integer ≥ 0 or blank) implies velocity as the independent variable |
|
| KINT | Stiffness interpolation
type.
(Character) |
|
| BINT | Damping interpolation
type.
(Character) |
Comments
- This card is represented as a spring element in HyperMesh.