Soil Contact Issue
| Newsgroups | gmane.comp.mathematics.abaqus.user |
|---|---|
| Message-ID | <[email protected]> |
Hi, I am currently working on a model to simulate the compaction of geological reservoirs during the extraction of pore water. Since the model will be a few kilometers long, I would like to first look at the necessary mechanisms in a small 2-D model (standard). Here I have a problem with the contact of two soil parts. Since general contact cannot be used with 2-D, I created a surface-surface-contact between the two surfaces: Small sliding; No adjustment; Friction Coeff 0.8; Normal Behavior (default). Unfortunately the Geostatic-Step is aborted immediately (Too many attempts made for this increment). I have tried in several ways to establish the contact, but have remained unsuccessful. The goal is to compress one of the two parts by a few centimeters, while the other part only reacts to the movement, but is not loaded directly. Under the following link you can find the input file: https://rwth-aachen.sciebo.de/s/3A67pzolJIOFq5c I'm looking forward to good advice and thank you in advance. Many greetings Sven