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Table 2 Creep test conditions

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