Effects of Different Interface Forms on Mechanical Properties of Steel Self-Compacting Concrete Composite Beams

Figure 12

Strain-load curves for each measuring point on the side of the specimens: (a) SP1, (b) SP2, (c) SP3, (d) SP4, (e) SP5, and (f) SP6.

(a)

(b)

(c)

(d)

(e)

(f)