| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 9639759 | International Journal of Solids and Structures | 2005 | 19 Pages |
Abstract
For any inclusion shape, the procedure starts with calculation of the H-tensor for a single inclusion. The non-interaction approximation is obtained by direct summation. More advanced micromechanical schemes are derived by substituting the non-interaction inclusion compliance contribution tensor into the formulae provided in the paper. The proposed procedure is illustrated by considering several two-dimensional and three-dimensional examples.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Oleg Eroshkin, Igor Tsukrov,