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Workbench Mechanical - Introduction to Contact

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<strong>Workbench</strong> <strong>Mechanical</strong> - <strong>Introduction</strong> <strong>to</strong> <strong>Contact</strong><br />

… Comparison of Formulations<br />

Training Manual<br />

• The table below summarizes some pros (+) and cons (-) with different<br />

contact formulations:<br />

+<br />

-<br />

-<br />

+<br />

+<br />

+<br />

+<br />

Pure Penalty<br />

Good convergence<br />

behavior (few<br />

equilibrium iterations)<br />

Sensitive <strong>to</strong> selection of<br />

normal contact stiffness<br />

<strong>Contact</strong> penetration is<br />

present and<br />

uncontrolled<br />

Useful for any type of<br />

contact behavior<br />

Either Iterative or Direct<br />

Solvers can be used<br />

Symmetric or<br />

asymmetric contact<br />

available<br />

<strong>Contact</strong> detection at<br />

integration points<br />

Augmented Lagrange<br />

May require additional<br />

- equilibrium iterations if<br />

penetration is <strong>to</strong>o large<br />

Less sensitive <strong>to</strong><br />

selection of normal<br />

contact stiffness<br />

<strong>Contact</strong> penetration is<br />

present but controlled <strong>to</strong><br />

some degree<br />

Useful for any type of<br />

+<br />

contact behavior<br />

Either Iterative or Direct<br />

+<br />

Solvers can be used<br />

Symmetric or<br />

+ asymmetric contact<br />

available<br />

<strong>Contact</strong> detection at<br />

+<br />

integration points<br />

-<br />

+<br />

+<br />

+<br />

-<br />

Normal Lagrange<br />

May require additional<br />

equilibrium iterations if +<br />

chattering is present<br />

No normal contact<br />

stiffness is required +<br />

Usually, penetration is<br />

near-zero +<br />

Useful for any type of<br />

contact behavior<br />

Only Direct Solver can<br />

be used<br />

Asymmetric contact<br />

only<br />

<strong>Contact</strong> detection at<br />

nodes<br />

-<br />

+<br />

MPC<br />

Good convergence<br />

behavior (few<br />

equilibrium iterations)<br />

No normal contact<br />

stiffness is required<br />

No penetration<br />

Only Bonded & No<br />

Separation behaviors<br />

Either Iterative or Direct<br />

Solvers can be used<br />

Asymmetric contact<br />

only<br />

<strong>Contact</strong> detection at<br />

nodes<br />

– Note that some <strong>to</strong>pics, such as symmetric contact or contact detection, will be discussed<br />

shortly<br />

ANSYS, Inc. Proprietary<br />

© 2009 ANSYS, Inc. All rights reserved.<br />

3-13<br />

April 30, 2009<br />

Inven<strong>to</strong>ry #002659

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