scholarly journals Ballistic perforation resistance of concrete slabs impacted by ogive-nose steel projectiles

Author(s):  
Martin Kristoffersen ◽  
Oda L. Toreskås ◽  
Sumita Dey ◽  
Tore Børvik
2011 ◽  
Vol 378-379 ◽  
pp. 143-146 ◽  
Author(s):  
Yi Bo Xiong ◽  
Jian Jie Chen ◽  
Yong Le Hu ◽  
Feng Chao Wang

The explicit dynamic code LS-DYNA3D is used to simulate limited-thickness concrete slabs penetrated and perforated by steel projectiles with velocities from 381 m/s to 1058 m/s. The concrete slab is modeled with Smooth Particle Hydrodynamics (SPH) elements near the trajectory while Finite Element Method (FEM) elements in the others of the target, which is called FE-SPH method. The elastic-plastic model and Johnson-Holmquist concrete model are used to describe the mechanical behaviors of the projectiles and target slabs, respectively. The residual velocities computed by both FEM and FE-SPH method agree well with those of experimental results. For brittle concrete, the penetration and perforation phenomenon modeled by FE-SPH are in closer agreement with the experimental results than those modeled by FEM. Simulation of penetration and perforation by FEM require artificial element erosion set, which would lead to distortion of modeled results.


2021 ◽  
Vol 250 ◽  
pp. 02001
Author(s):  
Martin Kristoffersen ◽  
Oda Lunde Toreskås ◽  
Sumita Dey ◽  
Tore Børvik

The ballistic perforation resistance of 50 mm thick concrete slabs impacted by 20 mm diameter ogive-nose steel projectiles is investigated experimentally and numerically. Three commercially produced concretes with nominal unconfined compressive strengths of 35, 75 and 110 MPa were used to cast material test specimens and slabs. After curing, ballistic impact tests were carried out to determine the ballistic limit curve and velocity for each slab quality. Material tests instrumented with digital image correlation (DIC) were conducted along the ballistic impact tests. DIC measurements were used to establish engineering stress-strain curves for calibration of a modified version of the Holmquist-Johnson-Cook concrete model. Finite element simulations of the impact tests gave good conservative predictions.


Author(s):  
Karl-Heinz Reineck ◽  
Rüdiger Beutel ◽  
Herbert Duda ◽  
Daniel Goossens ◽  
Mikael Hallgren ◽  
...  

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