EqualDOF command: Difference between revisions

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{|
{|
|  style="width:150px" | '''$rNodeTag ''' || integer tag identifying the retained, or master node (rNode)
|  style="width:150px" | '''$rNodeTag ''' || integer tag identifying the retained node (rNode)
|-
|-
|  '''$cNodeTag ''' || integer tag identifying the constrained, or slave node (cNode)
|  '''$cNodeTag ''' || integer tag identifying the constrained node (cNode)
|-
|-
|  '''$dof1 $dof2 ...''' || nodal degrees-of-freedom that are constrained at the cNode to be the same as those at the rNode
|  '''$dof1 $dof2 ...''' || nodal degrees-of-freedom that are constrained at the cNode to be the same as those at the rNode
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equalDOF 2 3 1 3 5;
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.
# impose the displacements at dof's 1,3 and 5 of node 3 to be the same as those of node 2.




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>

Latest revision as of 16:14, 13 June 2020




This command is used to construct a multi-point constraint between nodes.


equalDOF $rNodeTag $cNodeTag $dof1 $dof2 ...

$rNodeTag integer tag identifying the retained node (rNode)
$cNodeTag integer tag identifying the constrained 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;

  1. impose the displacements 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