RigidLink command: Difference between revisions

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REFERENCE:
REFERENCE:


Cook R.D., Malkus D.S., and Plesha M. E. (1989). "Concepts and Applications of Finite Element Analysis". John Wiley & Sons, New York.
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




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