Elements tested
- CPE4P
- CPE4PT
- CPE4RPT
- CPE4PHT
- CPE4RPHT
- CPE6MP
- CPE8P
- C3D8P
- C3D8RP
- C3D8PT
- C3D8RPT
- C3D20P
- C3D4PH
- C3D10P
- C3D10PH
- C3D10MP
- C3D10PT
- C3D10PHT
- C3D10MPT
- CAX4P
- CAX4RP
- CAX4PT
- CAX6MP
ProductsAbaqus/Standard Elements tested
Features testedContact pair Problem descriptionTwo series of tests each consisting of five input files are documented. In the first series a small block is pressed against a larger block that is fixed on the bottom. The smaller block slides horizontally on the larger block according to the prescribed loading and displacement history to test the formulation in large relative sliding. The axisymmetric tests are essentially the same except that the sliding structures are rings; the outer ring is shorter axially than the inner ring, and the sliding is in the axial direction. The mesh shown in Figure 1, which is used to test element CPE4P, is representative of all meshes used in these tests. In the second series of tests two identical blocks are pressed against each other while no sliding occurs. Fixed boundary conditions for the pore pressure degrees of freedom on the edges away from the contact interface enable the exact calculation of the pore pressure on the contact interface. The mesh shown in Figure 2, which is used to test element CPE4P, is representative of all meshes used in these tests. Material:Linear elastic, Young's modulus = 30.0 × 106, Poisson's ratio = 0.0, permeability = 1.0 × 10−4. Loading history for sliding tests
Loading history for the nonsliding testsA downward pressure of 10.0 is applied on top of the upper block. The pore pressure is fixed and equal to 2.0 on the top surface of the upper block. The pore pressure on the bottom surface of the lower block is fixed and equal to 1.0. A coupled pore pressure analysis is conducted, and the pressure on the contact interface should be 1.5 for the two- and three-dimensional tests and 1.375 for the axisymmetric case. Results and discussionThe results agree with the analytically obtained values. Input filesSliding
tests:
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