Numerical Analysis of Steel Fiber Reinforced High Strength Concrete Walls Subjected to Blasting Load
In this paper, the dynamic response of concrete wall and steel fiber reinforced high strength concrete (SFRHSC) wall under blast load is simulated with the explicit dynamic finite element method. The J-H-C model is used for SFRHSC and the material parameters are determined based on the test results. The damage and strain rate effects are considered in above material model. The influences of scaled distance on the dynamic responses of walls are investigated and discussed.
N. Li et al., "Numerical Analysis of Steel Fiber Reinforced High Strength Concrete Walls Subjected to Blasting Load", Applied Mechanics and Materials, Vols. 94-96, pp. 57-62, 2011