Contact Formulation, Abaqus
Hi,
I am modelling installation (Jacking) of concrete pile (rigid body) in soil (Eulerian soil) which involves large deformations.
For jacked pile contact friction is considered as zero.
Inorder to cope up with large deformation which occur during pile penetration process kinematic contact fomulation is used, this formulation is based of master-slave principle implemented in ABAQUS.
When I run the analysis i am encountering with following error: