Research Article
Investigations on Efficiently Interfaced Steel Concrete Composite Deck Slabs
Table 1
Load deflection results of different composite slabs.
| RCSLB1 | NCSLB1 | t1CSLB2 | t2CSLB2 | t3CSLB2 | L | D | L | D | L | D | L | D | L | D |
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0.17 | 3.5 | 0.58 | 5 | 0.2 | 5 | 0.28 | 10 | 0.32 | 4 | 0.55 | 7 | 1.08 | 10 | 0.4 | 10 | 0.6 | 20 | 0.68 | 6 | 0.74 | 9.5 | 1.56 | 15 | 0.71 | 15 | 0.79 | 30 | 1.24 | 10 | 1.19 | 16.5 | 2.25 | 20 | 1.24 | 20 | 1.3 | 37 | 1.98 | 12 | 1.64 | 20 | 3.42 | 25 | 1.65 | 25 | 1.7 | 42 | 2.68 | 16 | 2.08 | 28.5 | 4.45 | 30 | 2.04 | 30 | 2.1 | 46 | 3.64 | 20 | 2.62 | 31.5 | 4.73 | 35 | 2.42 | 35 | 2.4 | 51 | 5.23 | 25 | 3.48 | 35 | 5.05 | 40 | 2.86 | 40 | 2.85 | 54 | 6.52 | 30 | 4.3 | 38.5 | 5.4 | 45 | 3.81 | 45 | 3.78 | 59 | 7.54 | 35 | 5.62 | 31.67 | 7.52 | 50 | 4.86 | 50 | 4.84 | 65 | 9.67 | 40 | 6.95 | 35 | 9.2 | 55 | 5.91 | 55 | 5.87 | 70 | 11.85 | 45 | 8.15 | 35.5 | 11.62 | 60 | 6.95 | 60 | 6.87 | 74 | 13.35 | 50 | 9.37 | 45 | 13.6 | 65 | 8.38 | 65 | 8.04 | 80 | 15.68 | 55 | 10.58 | 48.5 | 15.0 | 70 | 10.2 | 70 | 9.51 | 85 | 17.46 | 60 | 11.72 | 53.5 | 17.1 | 75 | 12.75 | 75 | 11.43 | 88 | 18.21 | 65 | 14.23 | 58.5 | 20.65 | 80 | 15.4 | 80 | 13.42 | 95 | 20.73 | 67 | 17.65 | 66.5 | 28.25 | 90 | 20.26 | 90 | 15.96 | 100 | 23.82 | 68 | 21.97 | 66.5 | 31.35 | 100 | 25.82 | 100 | 19.43 | 106 | 27.45 | 69 | 22.78 | 61.5 | 33 | 110 | 31.1 | 110 | 24.78 | 109 | 29.12 | 72 | 24.17 | 65.5 | 36.32 | 120 | 38.4 | 127 | 35 | 114 | 33.67 | 74 | 28.53 | 66.5 | 39.21 | 117 | 42.3 | 122.5 | 41 | 119 | 38.65 | 69 | 32.46 | 65 | 43.02 | 115 | 43.32 | 120.5 | 43 | 115 | 47.64 | 63 | 34.26 | 61.5 | 50.53 | 114 | 44.27 | 119 | 45 | 114.5 | 49.87 |
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“L” represents load in kN and “D” represents center span deflection in mm.
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