Research Article
Finite Element Analysis with Iterated Multiscale Analysis for Mechanical Parameters of Composite Materials with Multiscale Random Grains
Table 8
Equivalent mechanical parameter tensor for concrete with large rock random grains by the SMSA-FE algorithm (kPa).
| | 34510679.4 | 8073028.8 | 8076036.2 | −75074.2 | 111127.6 | −4769.6 | | 8073025.0 | 34121732.2 | 8092588.8 | −36814.0 | 5862.0 | −110837.9 | | 8076036.8 | 8092589.3 | 34065284.2 | −531.7 | 123664.7 | −79363.6 | | 0.000000 | 0.000000 | 0.000000 | 12860237.8 | 0.000000 | 0.000000 | | 111127.6 | 5862.0 | 123664.7 | 0.000000 | 12862877.8 | −30079.5 | | −4769.6 | −110837.9 | 0.000000 | 78302.2 | −30079.5 | 12783465.6 |
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