Rotational Degree of Freedom in ANSYS

Feb 19, 2004 3 Replies

Hello sci.engr.mech group,



I'm an electrical engineering student working in MEMS modeling analysis using the ANSYS Multiphysics/LS-DYNA software for verification of our simulations. Currently I'm modeling a plate/shell element based on J.S. Przemieniecki's "Theory of Martrix Structural Analysis". I've done a simple analysis of a single plate/shell element with 4 nodes. I've constrained 3 of the 4 nodes and applied a



1uN force in the z-direction on the unconstrained node. I'm happy with the results compared to the matrix model we've created in the UZ displacement, but I'm trying to determine what units are used when the output from ANSYS displays ROTX, ROTY, and ROTZ. Are these in units of radians? If so, is the radian angle taken from the center of the element? My matrix results are not converted to radians and I'm trying to find some way to convert my results to see if they match or are close to ANSYS. Hopefully I'm not too confusing in my question.

Thanks very much,



Michael Bails University of Pittsburgh Department of Electrical Engineering


Displacements (translations and rotations) occur at the nodes. Shell elements have 6 degrees of freedom (displacements) for each node. The rotations should be in radians.

If you want more specific info, try the Ansys web page.

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"drill direction" of rotation is usually constrained if that particular node is not connected to any other structure? I remember using NASTRAN and having to use AUTOSPC to constrain singular d.o.f's Not sure what is done in ANSYS Robert

The common shell elements have a zero stiffness for the out of plane rotation DOF (drilling DOF). This can be taken care of by constraints or with the Param K6ROT in Nastran. Nastran has a new revised elements that have the 6th dof, but they don't work as well for most problems.

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