From: Experimental study on creep properties prediction of reed bales based on SVR and MLP
Test No | Test reed sample length (m) | α (%) | Loading rate (m/s) | Maximum compressive \(\sigma\) (Pa) | Retention time (s) | Feed quantity (kg) | Bale orientation |
---|---|---|---|---|---|---|---|
1 | 0.10 | 17 | 1.67 \(\times 10^{ - 3}\) | 3 \(\times 10^{6}\) | 800 | 1.150 | Flat |
2 | 0.10 | 17 | 1.67 \(\times 10^{ - 3}\) | 4 \(\times 10^{6}\) | 800 | 1.150 | Flat |
3 | 0.10 | 17 | 1.67 \(\times 10^{ - 3}\) | 5 \(\times 10^{6}\) | 800 | 1.150 | Flat |
4 | 0.10 | 17 | 1.67 \(\times 10^{ - 3}\) | 6 \(\times 10^{6}\) | 800 | 1.150 | Flat |
5 | 0.10 | 17 | 1.67 \(\times 10^{ - 3}\) | 7 \(\times 10^{6}\) | 800 | 1.150 | Flat |