Research Article

Finite Element Analysis with Iterated Multiscale Analysis for Mechanical Parameters of Composite Materials with Multiscale Random Grains

Table 6

Equivalent mechanical parameters of a composites with small rock random grains by the SMSA-FE algorithm (kPa).

20341770.66054537.66054645.8 −119951.6164516.8−12764.7
6054537.6 20128556.86060485.8−106579.519649.2 −141765.4
6054645.8 6060485.8 20061719.4−18765.7 140779.4 −116731.9
0.000000 0.000000 0.0000006923128.0 0.0000000.000000
164516.8 19649.25 140779.480.000000 6902337.6−81061.0
−12764.7−141765.4 0.000000 98172.3 −81061.0 6859146.1