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Table 3 Data X in the SRRC-Net database.

From: Improved Meta-learning Neural Network for the Prediction of the Historical Reinforced Concrete Bond–Slip Model Using Few Test Specimens

Serial number

SRRC#1

SRRC#2

SRRC#3

SRRC#4

SRRC#5

SRRC#6

SRRC#16

Water

0.68

0.68

0.68

0.68

0.68

0.68

0.7

Cement

1

1

1

1

1

1

1

Sand

1.68

1.68

1.68

1.68

1.68

1.68

1.73

Aggregate

3.4

3.4

3.4

3.4

3.4

3.4

3.6

Fc (MPa)

Compressive strength

14.94

14.94

14.94

14.94

14.94

14.94

15.22

Da (mm)

Maximum aggregate size

30

30

30

30

30

30

25

Fy (MPa)

Rebar yield strength

278.6

278.6

278.6

278.6

278.6

278.6

218.0

C (mm)

Concrete cover thickness

71.44

71.44

71.44

71.44

71.44

71.44

99.00

Ds (mm)

Rebar diameter

15.88

15.88

15.88

15.88

15.88

15.88

19.50

As (mm2)

Rebar area

252.02

252.02

252.02

252.02

252.02

252.02

374.00

S (mm)

Stirrup spacing

0

0

0

0

0

0

0

Dsv (mm)

Stirrup diameter

0

0

0

0

0

0

0

Es (MPa)

Rebar elastic modulus

181,670

181,670

181,670

181,670

181,670

181,670

123,035

Ec (MPa)

Concrete elastic modulus

14,100

14,100

14,100

14,100

14,100

14,100

13,360

Esv (MPa)

Stirrup elastic modulus

0

0

0

0

0

0

0

L (mm)

Embedded length

79.38

79.38

79.38

79.38

79.38

79.38

110.00

Sr (mm)

Rib spacing

16

11

16

16

16

16

20

Lr (mm)

Rib top length

1

1

1

1

1

1

10

Lb (mm)

Rib bottom length

1.2

1.2

1.2

1.2

1.2

1.2

15.0

Hr (mm)

Rib height

1.5

1.5

1.5

1.5

1.5

1.5

2.0

Alpha (°)

Rib angle

0

0

0

0

0

0

0

Degree of decay (%)

0

0.10

0.97

0.86

0.26

0.68

0

Ac (mm2)

Concrete section area

25,600

25,600

25,600

25,600

25,600

25,600

48,400

Coefficient of friction

1.00

1.10

1.25

1.25

1.15

1.25

1.00

  1. Due to the large number of samples, this table is only an example. More details can be found in the Additional file 2, which can be published with this paper online