Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis

Abstract

Purpose

The purpose of this paper is to describe how a discrete element model is used to predict the penetration depth and the perforation caused by a non‐deformable missile against a thin reinforced concrete slab.

Design/methodology/approach

Initial calibration of the model was done with a series of flat‐nose missile tests. Additional simulations were performed with varying the percentage of reinforcement. The present numerical model is compared to experimental test data provided by the French Atomic Energy Agency (CEA) and the French Electrical Power Company (EDF).

Findings

For thin concrete slabs, the evolution of the penetration depth in terms of percentage of reinforcement was compared with experimental results: quantitatively the results are very coherent.

Originality/value

The modeling scale is higher than the heterogeneity scale, so the model may be used to simulate real structures, which means that the discrete element method is mainly used here for its ability to account for discontinuities; an identification process based on quasi‐static tests is used, so the quasi‐static behavior of concrete is reproduced. This identification process is the key point, to allow a complete predictive computation for complex impact configurations, especially when the missile diameter and the thickness of the concrete slab are on the same order in size.

Citation

Shiu, W., Victor Donzé, F. and Daudeville, L. (2009), "Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis", Engineering Computations, Vol. 26 No. 1/2, pp. 29-45. https://doi.org/10.1108/02644400910924799