Research Article

Static Mechanical Properties and Microscopic Analysis of Hybrid Fiber Reinforced Ultra-High Performance Concrete with Coarse Aggregate

Figure 2

(a) (b) are the compressive failure modes of cubes with different fiber contents; (c) is the compressive failure mode of plain UHPC cubes without fiber; and (d) is the flexural failure mode of UHPC with coarse aggregate hybrid fiber.
(a)
(b)
(c)
(d)