4.7 Article

Prediction of perforation into concrete accounting for saturation ratio influence at high confinement

Journal

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.ijimpeng.2021.103923

Keywords

Soft and hard impacts; Residual velocity; Reinforced concrete; Perforation capacity; Saturation ratio

Funding

  1. CEA Gramat
  2. IRSN

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This paper presents analytical and finite element models for predicting perforation of reinforced concrete slabs under impacts. The finite element simulations and analytical predictions are consistent with experimental tests.
This paper provides both an analytical and a finite element models aiming at better predicting possible perforation of reinforced concrete slabs submitted to impacts. Both models account for free water saturation ratio and high triaxial stress induced into concrete by the impact. Finite element simulations are performed with Abaqus explicit code using a revised constitutive model for concrete; this coupled damage plasticity model (PRM) accounts for strain rate effects and the influence of saturation ratio on the triaxial behavior. Complementary original analytical predictions of ballistic limit and residual velocities are provided for both hard and soft impacts. These predictions depend on a recent deviatoric stress-based formulation of compressive strength of concrete. Numerical and analytical results are consistent with bending and punching experimental tests.

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