![]() However, the modelling of the post-peak tensile response of concrete still remains difficult due to the lack of experimental data at high strain-rates. ![]() Such loadings lead to intense damage modes resulting from high strain-rate tensile loadings in the concrete structure. ![]() With the exponential increase of computational power, numerical simulations are more and more used to model the response of concrete structures subjected to dynamic loadings such as detonation near a concrete structural element or projectile-impact. ![]()
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