HUANG Kai, ZHANG Zhen-nan. THREE DIMENSIONAL ELEMENT PARTITION METHOD AND NUMERICAL SIMULATION OF FRACTURES SUBJECTED TO COMPRESSIVE AND SHEAR STRESS[J]. Engineering Mechanics, 2010, 27(12): 51-058.
Citation: HUANG Kai, ZHANG Zhen-nan. THREE DIMENSIONAL ELEMENT PARTITION METHOD AND NUMERICAL SIMULATION OF FRACTURES SUBJECTED TO COMPRESSIVE AND SHEAR STRESS[J]. Engineering Mechanics, 2010, 27(12): 51-058.

THREE DIMENSIONAL ELEMENT PARTITION METHOD AND NUMERICAL SIMULATION OF FRACTURES SUBJECTED TO COMPRESSIVE AND SHEAR STRESS

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  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Numerical simulation for three dimensional fracture propagation is of great significance for practical engineering. To address the mesh modification problem in simulating fractures by finite element method (FEM), the present paper develops the three dimensional element partition method based on the two-dimensional element partition method. The three-dimensional element partition method takes advantage of the geometry character of the tetrahedron element and derives the stiffness matrix of the partitioned element. Through this method, the fracture problem could be simulated in the original meshing scheme, which makes the simulation of fracture more convineint and efficient. The simulation example demonstrates that the present method is feasible.

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