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Table 2 Transit linear expansion coefficients for steel strands under different low temperature and prestressing stress.

From: Tests and Analysis on Thermal Expansion Behaviour of Steel Strand used in Prestressed Concrete Structure under Low Temperatures

T (°C)

ft/ftk ratio

αt in Group A (× 10−6/°C)

T (°C)

ft/ftk ratio

αt in Group B (× 10−6/°C)

A1

A2

A3

Mean

C.O.V.

B1

B2

B3

Mean

C.O.V.

0

0.00

11.5

12.3

11.5

11.8

0.04

0

0.40

13.5

13.7

13.7

13.6

0.01

− 20

0.00

11.0

11.6

11.0

11.2

0.03

− 20

0.40

12.9

13.1

13.0

13.0

0.01

− 40

0.00

10.4

10.9

10.4

10.6

0.03

− 40

0.40

12.3

12.5

12.4

12.4

0.01

− 60

0.00

9.8

10.2

9.8

10.0

0.02

− 60

0.40

11.7

11.8

11.8

11.8

0.01

− 80

0.00

9.3

9.6

9.3

9.4

0.02

− 80

0.40

11.1

11.2

11.1

11.1

0.00

− 100

0.00

8.7

8.9

8.7

8.8

0.01

− 100

0.40

10.5

10.5

10.5

10.5

0.00

− 120

0.00

8.2

8.2

8.2

8.2

0.00

− 120

0.40

9.9

9.9

9.8

9.9

0.00

− 140

0.00

7.6

7.5

7.6

7.6

0.01

− 140

0.40

9.3

9.3

9.2

9.2

0.00

− 165

0.00

6.9

6.7

6.9

6.8

0.02

− 165

0.40

8.5

8.5

8.4

8.5

0.01

T (°C)

ft/ftk ratio

αt in Group C (× 10−6/°C)

T (°C)

ft/ftk ratio

αt in Group D (× 10−6/°C)

C1

C2

C3

Mean

C.O.V.

D1

D2

D3

Mean

C.O.V.

0

0.50

14.1

14.3

13.8

14.1

0.02

0

0.65

14.8

14.2

14.1

14.4

0.03

− 20

0.50

13.4

13.6

13.2

13.4

0.02

− 20

0.65

14.1

13.6

13.5

13.7

0.02

− 40

0.50

12.7

12.9

12.6

12.7

0.01

− 40

0.65

13.4

12.9

12.9

13.1

0.02

− 60

0.50

12.0

12.2

12.0

12.0

0.01

− 60

0.65

12.8

12.3

12.3

12.4

0.02

− 80

0.50

11.3

11.4

11.4

11.4

0.01

− 80

0.65

12.1

11.6

11.7

11.8

0.02

− 100

0.50

10.5

10.7

10.8

10.7

0.01

− 100

0.65

11.4

11.0

11.1

11.2

0.02

− 120

0.50

9.8

10.0

10.2

10.0

0.02

− 120

0.65

10.7

10.4

10.5

10.5

0.02

− 140

0.50

9.1

9.3

9.6

9.3

0.03

− 140

0.65

10.0

9.7

9.9

9.9

0.02

− 165

0.50

8.2

8.4

8.8

8.5

0.04

− 165

0.65

9.2

8.9

9.2

9.1

0.02

T (°C)

ft/ftk ratio

αt in Group E (× 10−6/°C)

T (°C)

ft/ftk ratio

αt in Group E (× 10−6/°C)

E1

E2

E3

Mean

C.O.V.

E1

E2

E3

Mean

C.O.V.

0

0.75

14.8

14.7

15.2

14.9

0.02

− 100

0.75

11.6

11.5

11.4

11.5

0.01

− 20

0.75

14.2

14.1

14.4

14.2

0.01

− 120

0.75

11.0

10.9

10.6

10.8

0.02

− 40

0.75

13.6

13.4

13.7

13.6

0.01

− 140

0.75

10.4

10.2

9.9

10.2

0.02

− 60

0.75

12.9

12.8

12.9

12.9

0.01

− 165

0.75

9.6

9.4

8.9

9.3

0.04

− 80

0.75

12.3

12.1

12.2

12.2

0.01