Research Article
Finite Element Analysis with Iterated Multiscale Analysis for Mechanical Parameters of Composite Materials with Multiscale Random Grains
Table 7
Equivalent mechanical parameter tensor for concrete with middle rock random grains by the SMSA-FE algorithm (kPa).
| | 25464900.2 | 6882577.0 | 6881924.2 | −135341.116667 | 111669.7 | −2238.3 | | 6882577.0 | 25410941.8 | 6916568.5 | −123921.9 | 7075.0 | −187899.58 | | 6881924.2 | 6916568.5 | 25291123.2 | −17145.9 | 89634.5 | −192916.5 | | 0.000000 | 0.000000 | 0.000000 | 9071093.3 | 0.000000 | 0.000000 | | 111669.7 | 7075.0 | 89634.5 | 0.000000 | 9042380.8 | −82547.1 | | −2238.3 | -187899.5 | 0.000000 | 69773.7 | −82547.1 | 9060481.0 |
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