From: Experimental study on creep properties prediction of reed bales based on SVR and MLP
Test No | \(\sigma_{0}\)(MPa) | Model coefficients | ||||
---|---|---|---|---|---|---|
\({\text{E}}_{{\text{m}}}\) | \({\text{E}}_{{\text{k}}}\) | \({\upeta }_{{\text{m}}}\) | \({\upeta }_{{\text{k}}}\) | \({\text{T}}_{{\text{k}}}\) | ||
1 | 3 | 3.480 | 500.000 | 0.685 \(\times 10^{6}\) | 41,666.667 | 83.333 |
2 | 4 | 4.630 | 666.667 | 0.931 \(\times 10^{6}\) | 47,619.048 | 71.429 |
3 | 5 | 5.682 | 1000.000 | 1.395 \(\times 10^{6}\) | 66,666.667 | 66.667 |
4 | 6 | 6.857 | 857.143 | 1.546 \(\times 10^{6}\) | 45,112.782 | 52.632 |
5 | 7 | 7.928 | 1166.667 | 2.034 \(\times 10^{6}\) | 61,403.509 | 52.632 |
Average | 5.715 | 838.095 | 1.318 \(\times 10^{6}\) | 52,493.734 | 65.338 | |
SD | 1.573 | 235.895 | 0.474 \(\times 10^{6}\) | 9754.204 | 11.710 | |
CV | 27.52% | 28.15% | 35.94% | 18.58% | 17.92% |