Research on the Residual Carrying Capacity of Composite Decks with MCL Connectors under Fatigue Load

<div>Residual carrying capacity calculation model for composite deck with the complete shear connection. (a) Neutral axis outside the cross section of the steel plate and (b) neutral axis inside the cross section of the steel plate.</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Research on the Residual Carrying Capacity of Composite Decks with MCL Connectors under Fatigue Load 