Research Article
Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting
Table 5
Summaries of finite element analysis and Eurocode prediction of shear connector capacity for all model specimens.
| Group | Specimens | PFE (KN) | PEC4 (KN) | PFE/PEC4 |
| G1 | SP-01 | 62.6 | 81.6 | 0.767157 | SP-02 | 88.6 | 81.6 | 1.085784 | SP-03 | 106.5 | 81.6 | 1.305147 |
| G2 | SP-04 | 96.6 | 109.5 | 0.882192 | SP-05 | 104.3 | 109.5 | 0.952511 | SP-06 | 118.6 | 109.5 | 1.083105 |
| G3 | SP-07 | 64.74 | 81.6 | 0.793382 | SP-08 | 89.17 | 81.6 | 1.09277 | SP-09 | 109.84 | 81.6 | 1.346078 |
| G4 | SP-10 | 106.4 | 109.5 | 0.971689 | SP-11 | 116.4 | 109.5 | 1.063014 | SP-12 | 132.3 | 109.5 | 1.208219 |
| G5 | SP-13 | 78 | 81.6 | 0.955882 | SP-14 | 87.91 | 81.6 | 1.077328 | SP-15 | 94.8 | 81.6 | 1.161765 |
| G6 | SP-16 | 82.4 | 109.5 | 0.752511 | SP-17 | 110.3 | 109.5 | 1.007306 | SP-18 | 122.2 | 109.5 | 1.115982 |
| G7 | SP-19 | 103.4 | 81.6 | 1.267157 | SP-20 | 105.7 | 81.6 | 1.295343 | SP-21 | 117.6 | 81.6 | 1.441176 |
| G8 | SP-22 | 89.1 | 109.5 | 0.813699 | SP-23 | 102.5 | 109.5 | 0.936073 | SP-24 | 110 | 109.5 | 1.004566 | Mean | | | 1.057493 | COV | | | 0.043950 |
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