RigidLink command: Difference between revisions
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REFERENCE: | REFERENCE: | ||
Cook R.D., Malkus D.S., | Cook, R.D., Malkus, D.S., Plesha, M. E., and Witt, R. J., "Concepts and Applications of Finite Element Analysis," 4th edition, John Wiley and Sons publishers, 2002. | ||
Code Developed by: <span style="color:blue"> fmk </span> | Code Developed by: <span style="color:blue"> fmk </span> |
Revision as of 19:36, 14 September 2010
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This command is used to construct a single MP_Constraint object.
rigidLink $type $masterNodeTag $slaveNodeTag |
$type | string-based argument for rigid-link type: |
bar only the translational degree-of-freedom will be constrained to be exactly the same as those at the master node | |
beam both the translational and rotational degrees of freedom are constrained. | |
$masterNodeTag | integer tag identifying the master node |
$slaveNodeTag | integer tag identifying the slave node |
NOTE: The constraint object constructed for the beam option assumes small rotations
EXAMPLE:
rigidLink beam 2 3; # connect node 3 to node 2 via a rigid link-beam.
REFERENCE:
Cook, R.D., Malkus, D.S., Plesha, M. E., and Witt, R. J., "Concepts and Applications of Finite Element Analysis," 4th edition, John Wiley and Sons publishers, 2002.
Code Developed by: fmk