Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion

<div>Schematic of the loading setup and instrumentation (unit: mm). (a) Vertical deflection and interface slip. (b) Layout of strain gauges on the steel girder and concrete slab (section <i>A</i>).</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 

Figure 5 | Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion 