Research Article
Bending and Shear Experimental Tests and Numerical Analysis of Composite Slabs Made Up of Lightweight Concrete
Table 6
m-k tests results.
| Concrete type | Length (mm) | (mm) | (kN) | (kN) | | (N/mm2) | (N/mm2) | (N/mm2) |
| LWC_LSDur-23 | 2610 | 600 | 133 | 50.57 | 0.0024 | 0.322 | 112.2 | 0.0562 | 2030 | 455 | 166 | 63.1 | 0.0031 | 0.402 |
| LWC_LSDur-28 | 2610 | 600 | 148 | 56.27 | 0.0024 | 0.359 | 68 | 0.1974 | 2030 | 455 | 168 | 63.87 | 0.0031 | 0.407 |
| LWC_LSDur-37 | 2610 | 600 | 157 | 59.7 | 0.0024 | 0.380 | 119 | 0.0982 | 2030 | 455 | 192 | 72.97 | 0.0031 | 0.465 |
| HN | 2610 | 600 | 176 | 83.67 | 0.0024 | 0.533 | 72.25 | 0.3618 | 2030 | 455 | 193 | 91.7 | 0.0031 | 0.585 |
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