Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection

<div>Nonlinear and linear bending moment curve (unpropped constructional method). (a) Maximal difference (Section 9 C50/60 S235 <i>M</i> = 50%) and (b) minimal difference (Section 3 C35/45 S450 <i>M</i> = 10%).</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Bending Resistance of Composite Sections with Nonductile Shear Connectors and Partial Shear Connection 