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Vertex Displacement-Based Discontinuous Deformation Analysis Using Virtual Element Method
Hongming Luo1, Guanhua Sun1,2, Lipeng Liu2
1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.
This study introduces a new block displacement mode for Discontinuous Deformation Analysis (DDA) using the Virtual Element Method (VEM). The novel approach enhances precision and avoids disadvantages associated with rotational degrees of freedom in DDA simulations.
Area of Science:
- Computational Mechanics
- Geotechnical Engineering
- Numerical Methods
Background:
- Traditional Discontinuous Deformation Analysis (DDA) faces challenges with rotational degrees of freedom.
- Existing methods may lead to inaccuracies or computational inefficiencies.
Purpose of the Study:
- To develop an improved block displacement mode for DDA.
- To enhance the precision and efficiency of DDA simulations by incorporating the Virtual Element Method (VEM).
Main Methods:
- Defined a new block displacement mode where block vertex displacements are the degrees of freedom.
- Utilized the Virtual Element Method (VEM) to define an individual virtual element space for block displacement illustration.
- Formulated and minimized the total potential energy of the block system based on VEM theory to derive global equilibrium equations.
Main Results:
- The new method effectively bypasses the need for explicit displacement expressions.
- Numerical integrations are simplified and readily computable.
- Analysis of four numerical examples demonstrates the method's effectiveness and precision.
Conclusions:
- The proposed VEM-based approach offers a robust alternative for DDA.
- This method successfully addresses limitations of the original DDA, particularly concerning rotational degrees of freedom.
- The findings validate the enhanced accuracy and computational advantages of the new technique.
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