Stabilization Based on Viscous Damping of Relative Motion between Surfaces
Contact stabilization is based on viscous damping opposing incremental relative motion between nearby surfaces, in the same manner as contact damping (see Contact Damping). The most common purpose of contact stabilization is to stabilize otherwise unconstrained “rigid body motion” before contact closure and friction restrain such motions. A goal of artificial stabilization, such as contact stabilization, is to provide enough stabilization to enable a robust, efficient simulation without degrading the accuracy of the results. In most cases contact stabilization is not activated by default (an exception is discussed in Contact at a Single Point), so you will generally need to activate contact stabilization if convergence problems associated with unconstrained rigid body modes may be present in your analysis. Once activated, contact stabilization is highly automated.
The following expressions for the normal pressure, , and shear stress, , associated with contact stabilization involve many semi-automated factors to facilitate achieving the desired stabilization characteristics:
where
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is a damping coefficient;
- and
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are the relative normal and tangential velocities, respectively, between nearby points on opposing contact surfaces;
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is a constant scale factor;
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is an iteration-dependent scale factor;
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is a time-dependent scale factor;
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is a scale factor based on the increment number;
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is a scale factor based on the separation distance; and
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is a constant scale factor for tangential stabilization.
The damping coefficient and relative velocities are computed by Abaqus/Standard. The damping coefficient is equal to a fixed, small fraction, , times a representative stiffness of elements underlying the contact surfaces, , times the time period of the step, . Relative velocities in a static analysis are computed by dividing relative incremental displacements, and , by the time increment size, .
Therefore, the following contact stabilization expressions apply to statics:
where the portions within brackets can be thought of as stabilization stiffnesses (representing resistance to relative motion between nearby surfaces). The stabilization stiffness is inversely proportional to the time increment size, which is a desirable characteristic. Stabilization stiffness increases if the time increment size is reduced, which happens automatically in Abaqus/Standard if convergence difficulties occur for a particular time increment size.