Stiffie
Mechanical
- Sep 11, 2009
- 10
Hello,
I'm working on simulating hertzian (line) contact with very small (micrometer scale) sliding motion typically found in fretting applications. In such applications, a central stick zone is seen, whereas at a certain distance towards the contact edges, sliding will occur, giving rise to singularities. A very fine mesh is indeed important, and using Lagrangian multipliers to get accurately describe the partial slip situation.
Now, most fretting studies follows the "Cattaneo-Mindlin case" where the normal load is applied first, then held constant whilst a tangential force is applied cyclicly. Abaqus gladly reports well-behaving stresses and slip for this case. However, when normal and tangential displacement is applied proportionally, wierd stuff is happening in the contact interface, and I'm not quite sure how to interpret these. Reading through the details of Abaqus Contact algorithms in the manual is not particulary enlightening.
Can someone help me in the direction of understanding these effects? See the attatchments. I've included plots of slip, shear and pressure for the case of sequent application of loads, sequent application of displacements and simultaneous application of displacements.
Any insights, hints, reference to papers or anything would be most helpful!
Thanks
I'm working on simulating hertzian (line) contact with very small (micrometer scale) sliding motion typically found in fretting applications. In such applications, a central stick zone is seen, whereas at a certain distance towards the contact edges, sliding will occur, giving rise to singularities. A very fine mesh is indeed important, and using Lagrangian multipliers to get accurately describe the partial slip situation.
Now, most fretting studies follows the "Cattaneo-Mindlin case" where the normal load is applied first, then held constant whilst a tangential force is applied cyclicly. Abaqus gladly reports well-behaving stresses and slip for this case. However, when normal and tangential displacement is applied proportionally, wierd stuff is happening in the contact interface, and I'm not quite sure how to interpret these. Reading through the details of Abaqus Contact algorithms in the manual is not particulary enlightening.
Can someone help me in the direction of understanding these effects? See the attatchments. I've included plots of slip, shear and pressure for the case of sequent application of loads, sequent application of displacements and simultaneous application of displacements.
Any insights, hints, reference to papers or anything would be most helpful!
Thanks