Research Article

Flexural Behavior of Insulated Concrete Sandwich Panels using FRP-Jacketed Steel-Composite Connectors

Figure 17

Simulated load-deflection curves of G24-I (a) with different distances between the shear connectors and (b) with the different number of shear connectors. (a) Influence of the distance between the connectors and (b) influence of the number of shear connectors.
(a)
(b)