I am modelling a post-tensioned slab in abaqus. And I am facing a problem regarding meshing procedure. since the job is not completed due to conversion errors.
the attached picture shows the study case. any advice !!?
If the geometry of the tendon makes the meshing inconvenient, you can define the mesh in a regular convenient way then add a fictitious beam (zero stiffness) along the mesh lines. Then you can define your tendons relative to the beam. You will not not restricted by the nodes of the mesh.
No sorry. I don't use Abacus. My response was based on similar approach commonly used in other FEM program. I assume if you search Abacus manual they should mention the embedded beam concept.