Product Overview:
his video demonstrates the simulation of pile penetration into soil using the Coupled Eulerian-Lagrangian (CEL) method in Abaqus. The soil is modeled as an Eulerian part with Coulomb-Mohr material properties, while the pile is represented as a 3D Lagrangian part with concrete material. The explicit solver is chosen for this analysis, and two key steps are included: first, the application of soil body forces, followed by the pile’s penetration into the soil.

Key Topics:

• Part creation and material assignments focusing on differentiating between Eulerian and Lagrangian elements.
• Setting boundary conditions and predefined fields to capture dynamic responses accurately.
• Visualizing the results to analyze soil behavior under dynamic loading conditions.