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International Journal of Concrete Structures and Materials

Table 7 STC of RPC and its ratio to 1-year ambient temperature creep of RPC.

From: Effects of Temperature and Stress on Creep Behavior of PP and Hybrid Fiber Reinforced Reactive Powder Concrete

Temp. (°C)

Load level (%)

3 h STC (× 10−3)

3 h STC/1-year 20 °C Creep

PRPC

HRPC

PRPC

HRPC

120

20

0.12

0.20

0.27

0.47

300

0.29

0.51

0.66

1.17

500

0.49

0.74

1.11

1.68

700

0.92

2.80

2.10

6.36

900

1.82

4.42

4.14

10.05

120

40

0.25

0.36

0.57

0.82

300

0.53

1.05

1.21

2.39

500

1.06

1.47

2.40

3.35

700

1.99

6.29

4.52

14.29

900

4.05

9.98

9.20

22.68

120

60

0.34

0.57

0.78

1.31

300

0.84

1.56

1.90

3.55

500

1.58

2.32

3.59

5.28

700

2.88

8.82

6.54

20.04

900

5.93

14.74

13.47

33.51

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