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Updated: Dec 30, 2025

Finite Element Modeling for the Simulation of the Quasi-Static Compression of Corrugated Tapered Tubes
Published on: January 6, 2023
Versatile stabilized finite element formulations for nearly and fully incompressible solid mechanics
Elias Karabelas1,2, Gundolf Haase1,3, Gernot Plank2,3
1Institute for Mathematics and Scientific Computing, NAWI Graz, University of Graz, Graz, Austria.
Two new computational methods effectively overcome locking phenomena in simulating nearly incompressible materials. These robust and efficient techniques enhance accuracy and computational performance for large strain elasticity problems.
Area of Science:
- Computational mechanics
- Solid mechanics
- Finite element analysis
Background:
- Large strain, polyconvex, nearly incompressible elasticity simulations face challenges with accuracy, robustness, and efficiency.
- Locking phenomena in computational formulations hinder precise simulations of material behavior.
Purpose of the Study:
- To present two novel computational methods for overcoming locking phenomena in nearly incompressible elasticity.
- To enhance the accuracy, robustness, and computational efficiency of large strain simulations.
Main Methods:
- A displacement-pressure formulation utilizing a stable finite element pairing with bubble functions.
- A pressure-projection stabilized P1-P1 finite element pair for simplified stabilization.
Main Results:
- Both proposed methods effectively mitigate locking phenomena in simulations.
- Benchmark results confirm the robustness and computational efficiency of the presented approaches.
- The methods demonstrate versatility, applicability to various finite elements, and generalization to transient dynamics.
Conclusions:
- The developed methods offer significant improvements for simulating nearly and fully incompressible materials.
- These techniques provide a robust and computationally efficient alternative for complex elasticity problems.
- The versatility of the methods allows for broad application across different finite element types and dynamic scenarios.
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