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Fig. 13 | International Journal of Concrete Structures and Materials

Fig. 13

From: A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete

Fig. 13

Variation of maximum panel deflection with scaled distance from three UHPFRC panels (Panel A has 2 % of 13 mm long steel fibers with 3.4 % steel rebars, Panel C has 2 % of 13 mm long steel fibers with 0.3 % steel rebars, and Panel D has 2 % of 13 mm and 2 % of 25 mm long steel fibers with 0.3 % steel rebars) (Mao et al. 2014).

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