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) |