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Advances in Civil Engineering
/
2021
/
Article
/
Tab 3
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Research Article
A Strain Rate-Dependent Damage Evolution Model for Concrete Based on Experimental Results
Table 3
Concrete mechanical parameters under uniaxial loading obtained by curve fitting.
Strain rate (s
−1
)
E
(GPa)
10
–3
36.00
1.048 × 10
5
10
–4
31.47
1.907 × 10
6
10
–5
32.55
2.797 × 10
6