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Table 4 Values of other parameters for concrete tension stiffening

From: Numerical simulation of the experimental behavior of RC beams at elevated temperatures

σt

εt × 105

εel0t × 105

εckt × 105

dt

εplt × 105

2.73

10.6

10.6

0

0

0

2.18

11.0

8.5

2.5

0

2.5

1.23

42.4

4.8

37.9

0.44

36.7

0.27

92.1

1.1

91.1

0.88

91