COMSOL 6.2 - Average Rotation

Average Rotation

Add an node to compute the average rotation and displacement for a set of points. The points are assumed to move together as a rigid body in a least-squares sense. Vectors for average rotation and displacement, as well as their velocities and accelerations, are created as result variables. Use one node for each set of points that you want to evaluate.

The point selection requires at least two points in 2D and three points in 3D.

Center of Rotation

Select a method for determining the — , , or .

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If is selected, the center of rotation is determined as the average position of the selected points.

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For , select an — , , , or . The available choices depend on physics interface and geometrical dimension. The center of rotation is located at the centroid of the selected entities, which do not need to be related to the points used for computing the average rotation. As a special case, you can select a single point, and thus use that point as center of rotation.


	Once chosen, a default Center of Rotation: Domain, Center of Rotation: Boundary, Center of Rotation: Edge, or Center of Rotation: Point subnode is automatically added.

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When is selected, enter the location of the center of rotation manually.

Rotation Model

Select a rotation model — , , or .

With , the computation of displacements caused by rotations is linearized using a cross product. This means that the average rotation can be evaluated using explicit expressions, so the only effect of using a node is to define some new variables.

The finite rotation options, however, require the solution of an extra set of nonlinear equations. There is still no influence on the structural mechanics solution as such. Using an appropriate choice of finite rotation formulation, and a corresponding setup of the solver strategy can strongly affect the computational cost. The cost of solving for the average finite rotation variables as such is very small, but the addition of these degrees of freedom can affect the structure of the system of equations.

With the unsymmetric coupled option, you do not have to care about solver setup. However, a majority of structural mechanics problems produce a symmetric stiffness matrix, and that symmetry is now broken by adding the equations for the average rotation. This will lead to a significant (about a factor 2) penalty on solution time and memory usage.

If the variables created by this feature are used in other equations, you should also typically use the unsymmetric coupled option.

In most cases, the average rotation is however used only during result presentation. This means that the most efficient solution procedure is to first compute the structural mechanics displacements, and subsequently solve the least squares problem for the average rigid rotation. If this is the case, using the symmetric segregated approach is usually the best choice. You must, however, set up the solver sequence in a way such that you can benefit from this property. There are several possible strategies, for example:

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Use two different study steps. In the first step, do not solve for the average rotation variables. This can be done by disabling the node in the study settings. In the second study step, solve only for those variables by disabling the other dependent variables under the node.

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Use a segregated solver. In this case, solve for the average rotation variables only in the last segregated step. Note that in the default case, always at least two iterations will be performed in a segregated solver. This is typically not what you want. Set to in the node, and terminate after one iteration. Then, if required, set up the in which the structural mechanics problem is solved so that proper nonlinear iterations are performed until convergence.


	See also Average Rotation in the Structural Mechanics Theory chapter.

Location in User Interface

Context Menus

Ribbon

Physics tab with ,,,, orselected:

Physics tab with selected: