Flexural Capacity of Steel-Concrete Composite Beams under Hogging Moment

Figure 14

Influence of the double row stud layout on M-ç relationship: comparison between the results of (a) GB 50017 and FEA, (b) BS 5950 and FEA, and (c) Eurocode 4 and FEA.

(a)

(b)

(c)