Research Article
Evolution of Durable High-Strength Flowable Mortar Reinforced with Hybrid Fibers
Table 10
Static modulus of elasticity () of high-strength flowable mortar exposed to seawater.
| | Mix type | SF (%) | PF (%) | BF (%) | Static modulus of elasticity, , (GPa) 90-day normal water curing | Static modulus of elasticity, , (GPa) 180 days (90-day normal water curing + 90-day seawater curing) | Static modulus of elasticity, , (GPa) 270 days (90-day normal water curing + 180-day seawater curing) |
| | M0 | — | — | — | 36.3 | 35.8 | 34.1 | | M1 | 0.25 | — | — | 36.8 | 35.9 | 34.6 | | M2 | 0.50 | — | — | 38.1 | 36.9 | 35.9 | | M3 | 0.75 | — | — | 38.9 | 37.7 | 36.9 | | M4 | 1.0 | — | — | 40.1 | 39.0 | 37.9 | | M5 | 1.25 | — | — | 41.1 | 39.9 | 38.7 | | M6 | 1.50 | — | — | 43.7 | 42.1 | 41.0 | | M7 | 1.75 | — | — | 45.2 | 44.0 | 42.3 | | M8 | 2.0 | — | — | 46.3 | 44.7 | 42.9 | | M9 | 1.75 | 0.25 | — | 48.3 | 46.8 | 45.3 | | M10 | 1.50 | 0.50 | — | 45.8 | 44.9 | 43.2 | | M11 | 1.25 | 0.75 | — | 43.0 | 42.0 | 41.0 | | M12 | 1.0 | 1.0 | — | 42.2 | 41.3 | 40.5 | | M13 | 1.0 | 0.50 | 0.50 | 41.5 | 40.4 | 39.9 | | M14 | 1.25 | 0.50 | 0.25 | 48.4 | 47.2 | 46.2 | | M15 | 1.25 | 0.25 | 0.50 | 49.7 | 48.6 | 47.6 | | M16 | 1.50 | 0.25 | 0.25 | 51.7 | 50.6 | 49.1 |
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