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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