RigidLink command: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
(Change terminology to retained/constrained) |
||
| (One intermediate revision by one other user not shown) | |||
| Line 4: | Line 4: | ||
{| | {| | ||
| style="background:yellow; color:black; width:800px" | '''rigidLink $type $ | | style="background:yellow; color:black; width:800px" | '''rigidLink $type $rNodeTag $cNodeTag''' | ||
|} | |} | ||
| Line 12: | Line 12: | ||
| style="width:150px" | '''$type ''' || string-based argument for rigid-link type: | | style="width:150px" | '''$type ''' || string-based argument for rigid-link type: | ||
|- | |- | ||
| || '''bar''' only the translational degree-of-freedom will be constrained to be exactly the same as those at the | | || '''bar''' only the translational degree-of-freedom will be constrained to be exactly the same as those at the retained node | ||
|- | |- | ||
| || '''beam''' both the translational and rotational degrees of freedom are constrained. | | || '''beam''' both the translational and rotational degrees of freedom are constrained. | ||
|- | |- | ||
| '''$ | | '''$rNodeTag ''' || integer tag identifying the retained node | ||
|- | |- | ||
| '''$ | | '''$cNodeTag ''' || integer tag identifying the constrained node | ||
|} | |} | ||
| Line 32: | Line 32: | ||
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> | ||
Latest revision as of 15:45, 13 June 2020
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct a single MP_Constraint object.
| rigidLink $type $rNodeTag $cNodeTag |
| $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 retained node | |
| beam both the translational and rotational degrees of freedom are constrained. | |
| $rNodeTag | integer tag identifying the retained node |
| $cNodeTag | integer tag identifying the constrained 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