Table 2 Parameters of test specimens.
From: Experimental study on flexural behavior of bonded steel-concrete composite beams
Specimen No. | Shear connectors | Thickness of the thin concrete slab hc/mm | Cross-section forms as shown in Fig. 2 | |
|---|---|---|---|---|
Types | Specification | |||
JL55-2 | Epoxy resin | 2 mm | 55 | (a) |
JL55-4 | Epoxy resin | 4 mm | 55 | (a) |
JL55-6 | Epoxy resin | 6 mm | 55 | (a) |
ML55-2 | Magnesium phosphate cement (MPC) | 2 mm | 55 | (a) |
JL150-2 | Epoxy resin | 2 mm | 150 | (c) |
SL55-10 | Stud | Class 4.6 M10 × 40@150 | 55 | (b) |
SL150-13 | Stud | Class 4.6 M13 × 80@125 | 150 | (d) |
