Comparative numerical studies of projectile impacts on plain and steel-fibre reinforced concrete
                
                        Artikel i vetenskaplig tidskrift, 2011
                
            
                    
                        The enhanced energy absorption characteristics of fibre-reinforced concrete, compared to plain concrete, has in experimentally studies been shown to improve the projectile resistance and motivate its increased usage in protective structures. However, the high cost of undertaking experiments and the high parameter variation and dependency of the experimental setups and results, respectively, make it difficult to draw generic conclusions of how the addition and increased amount of fibres affects the local damage caused by projectile impact, which motivates the use of numerical simulations to study this. The numerical hydrocode AUTODYN was used in a qualitative study of how the addition of different amounts of fibres, modelled as different post-crack relations, influence the depth of penetration and crater formation on the front and rear face of a concrete target. Fibres added to the concrete mix had a minor influence on the depth of penetration while the crater size on both front and rear faces of the target decreases. The crack propagation beyond the crater on the front face was also reduced when fibres were added to the concrete. An increased amount of fibres in the concrete showed no effect on the size of the front-face crater, but led to further decreased size of the crater on the rear face of the concrete cylinder. It is concluded that the scabbing crater can be reduced in size and prevented by usage of fibre-reinforced concrete even if the depth of penetration is only slightly less than to penetration depth in plain concrete.
                    
                    
                            
                                Numerical simulation
                            
                            
                                Steel-fibre reinforced
                            
                            
                                targets
                            
                            
                                behavior
                            
                            
                                concrete
                            
                            
                                resistance
                            
                            
                                plates
                            
                            
                                Projectile impact
                            
                            
                                high loading rates
                            
                            
                                non-deformable projectile
                            
                            
                                fracture energy
                            
                            
                                Penetration
                            
                            
                                penetration
                            
                            
                                high-strength concrete