Research Article
Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No-Slump High-Strength Concrete
Table 2
Details of various w/b of specimens and fiber hybridization.
| | w/b (%) | w/c (%) | PE fibers (12 mm/%) | PE fibers (18 mm/%) | Steel fibers (19.5 mm/%) |
| | U16.4-NF | 16.4 | 0.20 | — | — | — | | U16.8-NF | 16.8 | 0.21 | — | — | — | | U17.2-NF | 17.2 | 0.22 | — | — | — | | U16.4-18PE1.5 | 16.4 | 0.20 | — | 1.5 | — | | U16.8-18PE1.5 | 16.8 | 0.21 | — | 1.5 | — | | U17.2-18PE1.5 | 17.2 | 0.22 | — | 1.5 | — | | U16.4-PP1.5 | 16.4 | 0.20 | 0.5 | 1.0 | — | | U17.2-PP1.5 | 17.2 | 0.22 | 0.5 | 1.0 | — | | U16.4-12SP0.5 | 16.4 | 0.20 | 0.5 | — | 1.0 | | U17.2-12SP0.5 | 17.2 | 0.22 | 0.5 | — | 1.0 | | U16.4-18SP1.0 | 16.4 | 0.20 | — | 1.0 | 0.5 | | U17.2-18SP1.0 | 17.2 | 0.22 | — | 1.0 | 0.5 |
|
|
