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Table 2 Statistical parameters for the ratios of the model prediction to the test results.

From: Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing

Nos.

Names

Concrete strength

Parameters in bond stress–slip relationships

Slips

Bond stresses

Shape parameter

S

s 1

s 2

s 3

τ max

τ f

α b

1

P4A

0.91

1.05

1.05

1.17

1.49

1.67

0.87

2

P4B

0.57

0.90

1.11

1.08

0.63

0.66

1.02

3

P6A

1.17

1.45

1.03

0.86

1.13

1.16

1.25

4

P6B

1.02

0.98

1.26

1.00

0.97

1.40

1.20

5

P6C

0.96

0.72

0.84

0.75

0.94

0.79

1.15

6

P6D

1.05

1.03

0.94

0.94

0.89

0.86

1.11

7

P8A

1.22

1.39

1.09

1.11

1.07

1.11

0.95

8

P8B

1.09

0.90

0.85

0.93

1.18

1.14

1.14

9

P10A

1.01

1.47

1.02

1.24

1.01

0.95

1.34

10

P10B

0.94

1.03

0.97

1.00

0.95

0.89

0.89

11

P10C

0.92

0.88

1.08

1.05

0.97

0.94

0.73

12

P10D

0.90

0.80

0.91

1.06

0.94

0.86

0.70

Average

0.99

1.05

1.01

1.02

1.01

1.04

1.03

Standard deviation

0.12

0.25

0.12

0.13

0.20

0.28

0.20