Table 2 Calculation results of parameter coupling effect.

From: Sensitivity analysis and monitoring of control parameters in cantilever casting construction of prestressed concrete continuous girder bridges

No

Bulk density variation (%)

Elastic modulus variation (%)

Prestress loss (%)

Shrinkage creep

Temperature gradient (°C)

Max. deflection difference (mm)

Top slab stress difference (MPa)

Bottom slab stress difference (MPa)

1

0

0

0

0

0

0

0

0

2

0

0

20

1

15

24.31

3.84

− 8.96

3

0

− 15

0

1

15

18.88

4.78

− 6.80

4

0

− 15

20

0

0

6.63

− 3.87

− 2.55

5

+ 5

0

0

1

0

2.22

− 0.56

0.42

6

+ 5

0

20

0

15

22.82

4.06

− 9.21

7

+ 5

− 15

0

0

15

18.97

5.00

− 7.02

8

+ 5

− 15

20

1

0

9.20

− 4.30

− 2.72

9

0

0

20

0

15

22.63

4.03

− 9.17

10

0

− 15

0

1

0

1.40

− 0.51

− 0.78

11

+ 5

0

0

0

15

18.46

5.13

− 6.70

12

+ 5

− 15

20

1

15

25.73

3.76

− 9.26

  1. 0 means that shrinkage and creep are not considered, and 1 means that shrinkage and creep are considered.