Rate Effects of Fiber-reinforced Concrete Specimens in Impact Regime☆
暂无分享,去创建一个
[1] I. M. Díaz,et al. Utilization of the Capacity for Energy Absorption of Concrete Structures under Impact , 2016 .
[2] Rena C. Yu,et al. Fracture behaviour of steel fibre-reinforced concrete at a wide range of loading rates , 2014 .
[3] G. Meschke,et al. Analytical Model for the Pullout Behavior of Straight and Hooked-End Steel Fibers , 2014 .
[4] Nemkumar Banthia,et al. A novel drop weight impact setup for testing reinforced concrete beams , 2014, Experimental Techniques.
[5] Rena C. Yu,et al. Fracture behaviour of high-strength concrete at a wide range of loading rates , 2009 .
[6] A. Fantilli,et al. A Cohesive Interface Model for the Pullout of Inclined Steel Fibers in Cementitious Matrixes , 2007 .
[7] N. Banthia,et al. Size Effects and the Dynamic Response of Plain Concrete , 2006 .
[8] A. Rosakis,et al. Supershear and subrayleigh to supershear transition observed in Laboratory Earthquake Experiments , 2005 .
[9] L. Javier Malvar,et al. Review of Strain Rate Effects for Concrete in Tension , 1998 .
[10] Sidney Mindess,et al. Impact testing of concrete using a drop-weight impact machine , 1989 .
[11] V. S. Gopalaratnam,et al. Properties of Steel Fiber Reinforced Concrete Subjected to Impact Loading , 1986 .
[12] Antoine E. Naaman,et al. IMPACT PROPERTIES OF STEEL FIBRE REINFORCED CONCRETE IN BENDING , 1983 .