Table 1.
shear elements | normal elements | ||||||||
---|---|---|---|---|---|---|---|---|---|
F12 | F13 | F21 | F23 | F31 | F32 | F11-1 | F22-1. | F33-1 | |
Variation in Magnitude | 0.006 | 0.113 | 0.320 | 0.013 | 0.179 | 0.068 | 0.381 | 0.192 | 0.152 |
RMS Error | 0.000 | 0.026 | 0.107 | 0.013 | 0.008 | 0.002 | 0.001 | 0.027 | 0.026 |
Relative RMS | 3.7% | 23.1% | 33.5% | 98.2% | 4.6% | 2.3% | 0.3% | 13.9% | 17.1% |
The calculation was done on the simulated data for the maximum contraction (See appendix B).