Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab

<div>Load-deflection curves of the TGCB models with different yield strength of steel girder: (a) outer girder G1 in curved TGCB models, (b) inner girder G2 in curved TGCB models, and (c) straight TGCB models.</div>

Advances in Civil Engineering

fig16

Figure 16

Figure 16: Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab 

Figure 16 | Experimental and Numerical Investigation on the Bearing Behavior of Curved Continuous Twin I-Girder Composite Bridge with Precast Concrete Slab 