EqualDOF 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 multi-point constraint between nodes.
equalDOF $rNodeTag $cNodeTag $dof1 $dof2 ... |
$rNodeTag | integer tag identifying the retained, or master node (rNode) |
$cNodeTag | integer tag identifying the constrained, or slave node (cNode) |
$dof1 $dof2 ... | nodal degrees-of-freedom that are constrained at the cNode to be the same as those at the rNode |
Valid range is from 1 through ndf, the number of nodal degrees-of-freedom. |
EXAMPLE:
equalDOF 2 3 1 3 5;
- impose the displacenebts at dof's 1,3 and 5 of node 3 to be the same as those of node 2.
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