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CMSPDPM |
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CMSPDPM |
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»Click here to display Table of Contents«
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CMSPDPM |
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CMSPDPM |
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Bulk Data Entry
CMSPDPM – Multi-body Spring Damper Element based on Marker
Description
Defines a spring damper element without reference to a property entry for multi-body solution sequence based on marker.
Format
(1) |
(2) |
(3) |
(4) |
(5) |
(6) |
(7) |
(8) |
(9) |
(10) |
CMSPDPM |
EID |
K |
M1 |
M2 |
B |
L |
PF |
TYPE |
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Field |
Contents |
EID |
Unique element identification number. (Integer > 0) |
K |
Stiffness value. Default = 0.0 (Real or blank) |
M1, M2 |
Marker identification number. (Integer > 0) |
B |
Damping value. Default = 0.0 (Real or blank) |
L |
Unstretched length of spring damper. Default = 0 (Real > 0.0 or blank) |
PF |
Preload force. Default = 0 (Real or blank) |
TYPE |
Type. (TRANS or ROT; if blank, default: TRANS) |
| 1. | The spring damper force is along the line segment connecting the marker M1 and M2. |
| 2. | The positive preload force is a stretching force. |
| 3. | This card is represented as a spring element in HyperMesh. |
See Also:
