I am working on a research in penetration of a rigid pile into soil. I am trying to apply Mesh-to-Mesh solution Mapping (MSM) using ABAQUS by applying the function MAP SOLUTION . My difficulty is that this function seemingly is not able to map normal contact stresses from old to new generated meshes if I have two bodies in contact. This will under-estimate the reactions and the resulting run of each increment will be similar to wish-in-place condition. Is there any suggestion for solution.
Regards
When using the MAP Solution function in ABAQUS for Mesh-to-Mesh solution Mapping (MSM) during the penetration analysis of a rigid pile into soil, it seems that the function is unable to accurately map normal contact stresses between the old and new meshes when two bodies are in contact. This can lead to underestimated reactions and results that resemble a wish-in-place condition.
Additionally, you can make use of this comprehensive soil simulation tutorial:
https://caeassistant.com/product/soil-impact-analysis-in-abaqus/
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