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Table 3 Values of compressive parameters for concrete

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

εc0 σc (MPa) εc × 10–3 εel0 × 10–3 εinc × 10–3 dc εplc × 10–3
0.5 12.3 0.48 0.47 0 0 0
0.65 16.0 0.66 0.62 0.04 0 0.04
0.8 19.7 1.05 0.77 0.28 0 0.28
1.0 24.6 1.70 0.96 0.74 0 0.74
1.25 23.82 2.13 0.93 1.20 0.032 1.17
1.6 21.34 2.72 0.83 1.89 0.132 1.76
2.25 16.48 3.83 0.64 3.18 0.330 2.87
3 12.37 5.10 0.48 4.60 0.497 4.14
4 8.95 6.80 0.35 6.45 0.636 5.84
5 6.85 8.50 0.27 8.23 0.727 7.54
6 5.48 10.2 0.21 9.99 0.777 9.24
7 4.5 11.9 0.18 11.72 0.816 10.94