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Poll question: who have used, and what do you think about the V4 Structural Rigid Connector BC ?
Posted 3 ott 2010, 09:38 GMT-4 2 Replies
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Hello everybody,
my turn to come with a question ;)
Who has used the Rigid Connector BC appeared in V4 Structural (only in 3D today) ?
And what do you think about it ?
As an example, I have joined a simple Torque or Force loaded fixed-free beam model, by enabling the force respectively disabling the torque (or the opposite) one can change the load type, as well as look at the rigid-body angles, compared to the (small angle approxiamtion) antisymmetric field displacement rotations defined as global model variables.
Anything wrong with this ?
--
Have fun Comsoling
Iva
my turn to come with a question ;)
Who has used the Rigid Connector BC appeared in V4 Structural (only in 3D today) ?
And what do you think about it ?
As an example, I have joined a simple Torque or Force loaded fixed-free beam model, by enabling the force respectively disabling the torque (or the opposite) one can change the load type, as well as look at the rigid-body angles, compared to the (small angle approxiamtion) antisymmetric field displacement rotations defined as global model variables.
Anything wrong with this ?
--
Have fun Comsoling
Iva
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2 Replies Last Post 5 ott 2010, 01:46 GMT-4