Implementation of the finite element method in the three‐dimensional discontinuous deformation analysis (3D‐DDA) |
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| Authors: | Roozbeh Grayeli Kianoosh Hatami |
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| Institution: | School of Civil Engineering and Environmental Science (CEES), University of Oklahoma, 202 West Boyd St., Room 334, Norman, OK 73019, U.S.A. |
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| Abstract: | A modified three‐dimensional discontinuous deformation analysis (3D‐DDA) method is derived using four‐noded tetrahedral elements to improve the accuracy of current 3D‐DDA algorithm in practical applications. The analysis program for the modified 3D‐DDA method is developed in a C++ environment and its accuracy is illustrated through comparisons with several analytical solutions that are available for selected problems. The predicted solutions for these problems using the modified 3D‐DDA approach all show satisfactory agreement with the corresponding analytical results. Results presented in this paper demonstrate that the modified 3D‐DDA method with discontinuous modeling capabilities offers a useful computational tool to determine stresses and deformations in practical problems involving fissured elastic media with reasonable accuracy. Copyright © 2008 John Wiley & Sons, Ltd. |
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| Keywords: | three‐dimensional discontinuous deformation analysis tetrahedral element rock mechanics blocky media FEM |
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