Research Article
Structural Performance of Translucent Concrete Façade Panels
Table 7
Mechanical properties of translucent concrete specimens.
| | Sample designation (%) | Bulk density (kg/m3) | Compressive strength (MPa) | Flexural strength (MPa) | | 7 days | 28 days | 7 days | 28 days |
| | RC-0 | 2401.33 (0.88) | 36.78 (0.96) | 40.66 (0.76) | 6.66 (0.16) | 7.97 (0.17) | | Ø2-TC2 | 2396.00 (0.76) | 29.15 (0.54) | 31.16 (0.64) | 5.94 (0.17) | 7.03 (0.10) | | Ø2-TC4 | 2373.33 (0.98) | 33.10 (0.83) | 34.65 (0.89) | 5.70 (0.15) | 6.64 (0.06) | | Ø2-TC6 | 2345.33 (0.83) | 35.37 (0.91) | 36.14 (0.59) | 5.23 (0.15) | 6.17 (0.23) | | Ø3-TC2 | 2382.67 (1.09) | 34.38 (0.87) | 35.11 (0.71) | 6.19 (0.49) | 7.19 (0.31) | | Ø3-TC4 | 2349.33 (0.92) | 32.62 (0.94) | 35.66 (0.98) | 5.65 (0.01) | 6.80 (0.10) | | Ø3-TC6 | 2320.00 (1.02) | 30.54 (0.92) | 37.01 (1.05) | 5.31 (0.12) | 6.05 (0.14) |
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Note. The average value for three replicate specimens and standard deviation is given in parentheses.
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